online usp® - product catalog - unilog

59TH Edition | 2018

ONLINE USP®

PRODUCT CATALOG

INTRODUCING THE NEW STANDARD IN STRUCTURAL WOOD SCREWS

Cut point feature offers fast start and reduces torque during installation

Interior and Exterior finishes

Lengths from 1-½” to 10” long

Technical bulletins available for Deck Ledger and Multi Ply EWP connections

CODE COMPLIANT. REDUCES LABOR. PRO QUALITY.

Call 800-328-5934 to learn more.© 2017 MITEK, ALL RIGHTS RESERVED.

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NEW PRODUCTS

WSWH Washer Head Structural Wood ScrewsThe WSWH comes in two finishes: EXT (exterior grade) and Yellow Zinc (interior grade). Both are easy to install and reduce labor on the job site. The large, flat Washer Head maximizes bearing area and allows for less interference after installation. The EXT finish is an ideal alternative for the Pro or DIYer to traditional Lag screws and through bolts in many wood-to-wood connections including deck ledgers. The Yellow Zinc finish is commonly used in Multi-Ply EWP and Dimensional wood connections.

See Page 29 for more information.

WSBH Bugle Head Structural Wood ScrewsThe WSBH is the ideal structural wood screw for a low profile appearance. This structural wood screw allows the Pro Contractor or DIYer to drive the head flush or countersink it below the wood surface. The WSBH is easy to install and high strength alternative to traditional lags, bolts and pole barn nails.


Fasteners

Concrete & Masonry

Adhesive Anchoring SystemsIB-9 INCREDI-BOND® Epoxy

INCREDI-BOND® is a high strength two-component epoxy specifically designed to be a bonding agent for almost all household materials including wood, steel, concrete, brick, stone and CMU block.

See 2 for more information.

BCS Post CapsOne-piece design for connecting 2-ply (BCS22-4) or 3-ply (BCS23-6) beams to the tops of 4x4 or 6x6 respectively. Slant nailing reduces the amount of nails required for the connector.


FWHBP Fire Wall Hangers, Beam and PurlinMiTek has expanded the FWH Fire Wall Hanger series to include the higher load carrying capacity FWHBP, the Fire Wall Hanger for Beams and Purlins. The FWHBP transfers the load into the supporting wall thru bearing on the top plates and directly attaching to the stud pack or post below. As with the FWH hanger, the advanced design allows you to install the hangers before the drywall is attached, allowing your project to be completely framed-up and weather-tight before the drywall sheathing shows up on site.


RPB Retrofit Post BaseRPB-TZ post base attaches 4x4 or larger wood post to concrete or wood surfaces after the post is in place. Can be installed with 1 or 2 RPB-TZ's (single or double). Post may also be installed on our CPB composite post base product which provides a 1-inch stand off as required in untreated wood installations. Installs with concrete screws, so no more mis-installed, mis-located anchor bolts!


Caps & Bases

Hangers

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Copyright © 2018 M

iTek Industries, Inc. All Rights Reserved

NEW PRODUCTS

Plated Truss

Deck & Fences

Truss & Rafter

Glulam Beam Connectors

KEGQWS Wood Screw fastening, heavy steel construction, and a continuous top flange allow the KEGQ products to have high load capacities.


DHTA Embedded Truss AnchorsTwo-strap design with moisture barrier seat provides uplift and lateral load resistance for single-ply and two-ply truss applications.


HHTA Embedded Truss AnchorsHHTA embedded truss anchors provide an engineered method to properly attach roof trusses to concrete and masonry. These 14 gauge anchors are perfect for applications requiring higher uplift.

See Pages 187 – 188 for more information.

VTT Valley Truss TieThe VTT is a Valley Truss Tie designed to transfer loads from a valley truss into the supporting structure below. It also resists the sliding forces from downward loads when the valley truss is set upon a sloped lower roof. The ability to resist the sliding force eliminates the need for support wedges under the valley truss bottom chord or special order valley roof trusses with a bevel-cut bottom chord.


ADTT-TZ Adjustable Deck Tension TieAdjustable Deck Tension Tie designed to effectively transfer the out of plane lateral loads of the deck to the house structure.


LGUM / HGUM Masonry Girder HangersLGUM and HGUM Masonry Girder Hangers are high-capacity beam/girder hangers designed for installation to masonry or concrete walls. The LGUM and HGUM hangers use USP’s WS screws (supplied) to attach the beam to hanger and Power’s Wedge Bolt+ anchors (supplied) to attach to the masonry or concrete wall. These hangers eliminate the need for constructing beam pockets.


Hangers

Patent #9,809,974

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Directory of Products

Code Evaluation Information . . . . . . . . . . . . 10 Corrosion Information . . . . . . . . . . . . . . . 11-16Design Notes . . . . . . . . . . . . . . . . . . . . . . . . 19Installation Notes . . . . . . . . . . . . . . . . . . . . . 20 New Products . . . . . . . . . . . . . . . . . . . . . . .3-4 Product Information . . . . . . . . . . . . . . . . . . 17Product Notes . . . . . . . . . . . . . . . . . . . . . . . 18Reference Number Index . . . . . . . . . . . . . . .8-9USP index . . . . . . . . . . . . . . . . . . . . . . . . . .6-7

Angles & Straps . . . . . . . . . . . . . . 84-107

Angles . . . . . . . . . . . . . . . . . . . . .84-88, 93-94 Clips . . . . . . . . . . . . . . . . . . . . . . . . . . . 86, 91Header Hangers . . . . . . . . . . . . . . . . . . . . . . 91 Knee Braces . . . . . . . . . . . . . . . . . . . . . . . 107 Lateral Joist Connectors . . . . . . . . . . . . . . . 92 Ornamental Connectors . . . . . . . . . . . . . . . . 96 Straps . . . . . . . . . . . . . . . . . . . . . . . . . .95-107 Stud Plate Ties . . . . . . . . . . . . . . . . . . . 89-90

Caps & Bases . . . . . . . . . . . . . . . . .64-83

Column Bases . . . . . . . . . . . . . . . . . . . . .69-72 Column Caps . . . . . . . . . . . . . . . . . . . . . 78-83 Post Anchors . . . . . . . . . . . . . . . . . . 65-66, 73Post Bases . . . . . . . . . . . . . . . . 64, 67-68, 77Post Caps . . . . . . . . . . . . . . . . . . . . . . . . 74-76

Concrete & Masonry . . . . . . . . . . . 31-49

Anchor Bolts . . . . . . . . . . . . . . . . . . . . . 35-37 Beam Seats . . . . . . . . . . . . . . . . . . . . . . . . . 48 Bearing Plates . . . . . . . . . . . . . . . . . . . . . . . 37 Concrete Form Ties & Wedge . . . . . . . . . . . 40 Coupler Nuts . . . . . . . . . . . . . . . . . . . . . . . . 39 Foundation Anchors . . . . . . . . . . . . . .41-44, 47Hangers . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49 Hex Nuts . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 Mechanical & Adhesive Anchors . . . . . . .31-34Retro Plates . . . . . . . . . . . . . . . . . . . . . . . . . 47Threaded Rods . . . . . . . . . . . . . . . . . . . 35, 38 Washers . . . . . . . . . . . . . . . . . . . . . . . . . . . 39

Deck & Fences . . . . . . . . . . . . . . 230-236

Angles . . . . . . . . . . . . . . . . . . . . . . . . . . . . 233Deck Connectors . . . . . . . . . . . . 230-231, 233 Fence Hardware . . . . . . . . . . . . . . . . 234-236 Stair Angles . . . . . . . . . . . . . . . . . . . . . . . . 232

EWP Hangers . . . . . . . . . . . . . . . . 151-175

Adjustable Connectors . . . . . . . . . . . . . . . . 174 EWP Hanger Selector Guide . . . . . . . . . . . . 151 EWP Installation . . . . . . . . . . . . . . . . . 152-153Face Mount Hangers . . . . . . . . . . . . . . 154-161 Top Mount Hangers . . . . . . . . . . . . . . . 162-173Slope/Skew Hangers . . . . . . . . . . . . . . . . . 175

Fasteners . . . . . . . . . . . . . . . . . . . . . 21-30

Bolts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 Nails . . . . . . . . . . . . . . . . . . . . . . . . . . . .21-24Screws . . . . . . . . . . . . . . . . . . . . . . . . . 26-30

General Hardware . . . . . . . . . . .237-244

Bridging . . . . . . . . . . . . . . . . . . . . . . . .240-241 Corner Tie . . . . . . . . . . . . . . . . . . . . . . . . . 243 D .I .Y . Products . . . . . . . . . . . . . . . . . . . . . . 238 Drywall Clip . . . . . . . . . . . . . . . . . . . . . . . . 237 Insulation Supports . . . . . . . . . . . . . . . . . . 237Mending Plates . . . . . . . . . . . . . . . . . . . . . 244 Nail Plates . . . . . . . . . . . . . . . . . . . . . . . . . 244 Plywood Clips . . . . . . . . . . . . . . . . . . . . . . 237Protection Plates . . . . . . . . . . . . . . . . . . . . 239Shelf Brackets . . . . . . . . . . . . . . . . . . . . . . 243 Stud Shoes . . . . . . . . . . . . . . . . . . . . . . . . 239Wall Bracing . . . . . . . . . . . . . . . . . . . . . . . 242Wall Ties . . . . . . . . . . . . . . . . . . . . . . . . . . 243

Glulam Beam Connectors . . . . 176-184

Face Mount Hangers . . . . . . . . . . . . . . 176-178 Hinge Connectors . . . . . . . . . . . . . . . . 182-183Seismic Straps . . . . . . . . . . . . . . . . . . . . . 183Top Mount Hangers . . . . . . . . . . 178-181, 184

Hangers . . . . . . . . . . . . . . . . . . . . . 108-150

Face Mount Hangers . . . . . . . . . . . . . . 109-127Hanger Selection Guide . . . . . . . . . . . . . . . 108

Masonry Hangers . . . . . . . . . . . . . . . .144-150Panel & Purlin Hangers . . . . . . . . . . . . 139-143Slope/Skew Hangers . . . . . . . . . . . . . . 135-139Strap Hangers . . . . . . . . . . . . . . . . . . . . . . 135 Top Mount Hangers . . . . . . . . . . . 127-134, 145Wall Ties . . . . . . . . . . . . . . . . . . . . . . . . . . 143

Holdowns . . . . . . . . . . . . . . . . . . . . .50-63

Concrete Angles . . . . . . . . . . . . . . . . . . . . . 63 Foundation Straps . . . . . . . . . . . . . . . . . .57-61 Holdowns . . . . . . . . . . . . . . . . . . . . 50, 53-56Purlin Anchors . . . . . . . . . . . . . . . . . . . . .61-62 Tension Ties . . . . . . . . . . . . . . . . . . . . . .51-52

Lateral Systems . . . . . . . . . . . . .250-251

Plated Truss . . . . . . . . . . . . . . . 203-229

Alternate Installations . . . . . . . . . . . . . . . . 221Blocking Supports . . . . . . . . . . . . . . . . . . . 228Drag Strut Connectors . . . . . . . . . . . . . . . . 216 Face Mount Hangers . . . . . . . . . . . . . 203-206 Field Splice Kits . . . . . . . . . . . . . . . . . . . . . 229 Girder Hangers . . . . . . . . . . . . . . . . . . 217-220Hip/Jack Connectors . . . . . . . . . . . . . .215-216 Hoist Plates . . . . . . . . . . . . . . . . . . . . . . . . 228 Skewed Nail Plate . . . . . . . . . . . . . . . . . . . 214 Spacers/Braces . . . . . . . . . . . . . . . . . 222-223Strap Hangers . . . . . . . . . . . . . . . . . . . 207-213 Supplementary Bearing Plates . . . . . . . . . . 224Truss Clips . . . . . . . . . . . . . . . . . . . . . 225-228

Specialty Options . . . . . . . . . . 245-249

Face Mount Hanger . . . . . . . . . . . . . . . . . . 246Open Top Flange Hanger . . . . . . . . . . . . . . 247Solid Top Flange Hanger . . . . . . . . . . . 247-248Welded Top Flange Hanger . . . . . . . . . . . . 249

Truss & Rafter . . . . . . . . . . . . . .185-202

Angles . . . . . . . . . . . . . . . . . . . . . . . . . 196-197 Girder Tiedowns . . . . . . . . . 192-195, 198-199 Moisture Barrier Plates . . . . . . . . . . . . . . . 185 Hurricane Ties . . . . . . . . . . . . . . .197, 200-202 Truss Anchors . . . . . . . . . . . . . . . . . . . 186-191

WARRANTYMiTek USA, Inc . (“MiTek”) warrants its USP catalog Products to be free from material defects in manufacture and design, and further warrants that they will perform within the design limitations of its published building code approvals for the applications described, when properly installed and maintained . These warranties do not cover Product deterioration due to environmental conditions, Products that have be modified or damaged, improperly installed or used outside of published design limitations or for other applications . In the event any Product is shown to not conform to these warranties, USP’s sole obligation, and Customer’s sole and exclusive remedy, shall be, at USP’s option, to replace the non-conforming product or refund the full purchase price paid by Customer to USP therefor . MITEK MAKES NO OTHER PRODUCT WARRANTIES, EXPRESS OR IMPLIED, OF ANY KIND, AND

PARTICULARLY EXCLUDES ANY IMPLIED WARRANTY OR MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE . IN NO EVENT SHALL USP BE LIABLE FOR INCIDENTAL, CONSEQUENTIAL OR SPECIAL DAMAGES, REGARDLESS OF THE LEGAL THEORY OF RECOVERY, EVEN IF IT WAS AWARE OF THE POSSIBILITY OF SUCH DAMAGES . IN ANY CASE, USP’s MAXIMUM LIABILITY SHALL NOT EXCEED THE PURCHASE PRICE PAID BY CUSTOMER FOR THE NON-CONFORMING PRODUCT . Some states restrict consequential or other liability dam-age limitations, so some of the above limitations may not apply to you . MiTek reserves the right to change this warranty periodically . Consult MiTek’s website www .uspconnectors .com or contact MiTek for a current warranty statement .

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A Angle Clip . . . . . . . . . . . . . . . . . . . 84-85AB Anchor Bolts . . . . . . . . . . . . . . . . . . . 37AC Angle Clips . . . . . . . . . . . . . . . . . 84-85ADTT Adj . Deck Tension Tie . . . . . 124, 230Alternate Installations . . . . . . . . . . . . 221ANJ Heavy Angles . . . . . . . . . . . . . . . . . 93ATR All Thread Rod . . . . . . . . . . . . . . . . . 38

B Bolts . . . . . . . . . . . . . . . . . . . . . . . . . . 25B Corner Braces . . . . . . . . . . . . . . . . . . . 94BC Post Cap . . . . . . . . . . . . . . . . . . . . . . 75BCS Post Caps . . . . . . . . . . . . . . . . . . . . 75BD Bolt Down . . . . . . . . . . . . . . . . . . . . 236BL Corner Braces . . . . . . . . . . . . . . . . . . 94BN Breakfast Nook Hangers . . . . . . . . . 216BP Bearing Plates . . . . . . . . . . . . . . . . . . 37BPH Beam & Purlin Hangers . .163, 166-173

C Post Caps . . . . . . . . . . . . . . . . . . . . . . 75CBE Column Bases . . . . . . . . . . . . . . . . . 71CBSQ Column Bases . . . . . . . . . . . . . . . 72CIA-GEL Epoxy . . . . . . . . . . . . . . . . . . . . 31 CIA-EA Epoxy Acylate . . . . . . . . . . . . . . 32 CLPBF Butterfly Hanger . . . . . . . . . . . . 203CMST Coiled Strapping . . . . . . . . . . . . . 97CMSTC Coiled Strapping . . . . . . . . . . . . 97CNW Coupler Nuts . . . . . . . . . . . . . . . . . 39CPB Composite Post Bases . . . . . . . . . . 77CSH Concealed Stringer Hanger . . 127, 231

D Post Anchors . . . . . . . . . . . . . . . . . . . . 73DC Drywall Clip . . . . . . . . . . . . . . . . . . 237DC Deck Clip . . . . . . . . . . . . . . . . . . . . 233DHTA Truss Anchors . . . . . . . . . . . . . . 189DSC Drag Strut Connectors . . . . . . . . . . 216DTB Deck Tie Bracket . . . . . . . . . 125, 231DTC Truss Anchor . . . . . . . . . . . . . . . . 190DTUS Undersaddle Hanger . . . . . . . . . . 142DUC Ductile Undercut Anchors . . . . . . . . 33

EA Adhesive (CIA-EA) . . . . . . . . . . . . . . . 32EBG Elevated Post Base . . . . . . . . . . . . . 68EPB Elevated Post Bases . . . . . . . . . 67-68EPBH Elevated Post Bases . . . . . . . . . . . 68EPCM End Post Caps . . . . . . . . . . . . . . . 74ERB Fence Bracket . . . . . . . . . . . 126, 235EWP Hanger Selector Guide . . . . . . . . . 151EWP Installation . . . . . . . . . . . . . . .152-153

FA Foundation Anchors . . . . . . . . . . 41-42FB Fence Brackets . . . . . . . . . . . . 126, 235FHD Panel Hanger . . . . . . . . . . . . . . . . . 143FRB Fence Brackets . . . . . . . . . . . 126, 235FS Truss Field Splice Kits . . . . . . . . . . . 229FSS Truss Field Splice Kits . . . . . . . . . . 229FT Concrete Form Ties . . . . . . . . . . . . . . 40FTC Floor Truss Clips . . . . . . . . . . . . . . 225FTCF Floor Truss Clips . . . . . . . . . . . . . 225FWAN Foundation Wall Anchor . . . . . . . . 44FWH Fire Wall Hangers . . . . . . . . .132-133

FWHBP Fire Wall Hangers Beam Purlin . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 134

GEL Epoxy (CIA-GEL Series) . . . . . . . . . 31GHF Glulam Face Mount Hangers . .177-178GT Girder Truss Hangers . . . . . . . 219-220GTD Girder Truss Hangers . . . . . . . . . . 220GTS Girder Truss Hangers . . . . . . . . . . 220GTQ/GTQM Girder Truss Hangers . . . . 218GTWS Girder Truss Hangers . . . . . . . . . 217

Hanger Selector Guide . . . . . . . . . . . . 108Hardy Frame® Moment Frames . . . . . 251 Hardy Frame® Shear Wall Systems . . 250HBPH Top Mount Hangers . . .163, 168-173HBPS Bearing Plates . . . . . . . . . . . . . . . 37HC Hurricane/Seismic Anchor . . . . . . .200-202HCPRS Hurricane/Seismic Anchors .200-202HD Face Mount Hangers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 111-123, 156, 159-161HDO Top Mount Hangers . . . .128, 130-131HDQIF Inverted Flange Hangers . . . . . . . . . . . . 111, 114-122, 156, 160-161HFS Straps . . . . . . . . . . . . . . . . . . . . . . 102HGA Hurricane Gusset Angles . . . . . . . 197HGAM Hurricane Gusset Angles . . . . . . 196HGU Girder Hanger . . . . . . . . . . . . . . . . 176HGUM Masonry Girder Hangers . . . . . . 144HH Header Hangers . . . . . . . . . . . . . . . . . 91HHC Hip/Hip Connectors . . . . . . . . . . . 215HHCP Hurricane/Seismic Anchors . 200-202HHTA Truss Anchors . . . . . . . . . . .187-188HJC Hip/Jack Connectors . . . . . . . . . . . 215HJHC Hip/Jack Connectors . . . . . . . . .215 HL Light Gauge Purlin Hangers . . . 127, 130HLBH Beam Hangers . .164, 167, 169, 171-173HLPTA Truss Anchor . . . . . . . . . . . . . . 186HN Hex Nuts . . . . . . . . . . . . . . . . . . . . . . 40HPA Purlin Anchors . . . . . . . . . . . . . 61-62HPAHD Foundation Straps . . . . . . . . 57-58HRS Strap Ties . . . . . . . . . . . . . . . . 98-100HTA/HTAR Truss Anchors . . . . . . .187-188HTC Heavy Truss Clip . . . . . . . . . . . . . . 228HTHJ Hip/Jack Connectors . . . . . . . . . 215HTP Strap Ties . . . . . . . . . . . . . . . . 98-100HTT Tension Ties . . . . . . . . . . . . . . . . . . 52HTW Twist Straps . . . . . . . . . . . . .103-104HTWM Twist Straps . . . . . . . . . . . . . . . 106HUGT Girder Tiedowns . . . . . . . . . 195, 199HUS Slant Nail Hangers . . . . .110, 112-115, 119-120, 156, 160, 203HWUH Top Flange Hangers . . . . . .145-146

IB-9 Incredi-Bond® Epoxy . . . . . . . . . . . 32ICPL Protection Plates . . . . . . . . . . . . . 239IS Insulation Supports . . . . . . . . . . . . . 237

JA Joist Angles . . . . . . . . . . . . . . . . 84-85JDS Purlin Hangers . . . . . . . . . . . . . . . 141JH Multi-Purpose Joist Hangers . . . . . . 135JL Face Mount Joist Hangers . . 109, 112-113

JLIF Inverted Flange Hangers . . 109, 112-113JNP Mending Plates . . . . . . . . . . . . . . . 244JPF Purlin Hangers . . . . . . . . . . . . . . . . 140JUS Slant Nail Joist Hangers . . 110, 112-120

KB Beam & Purlin Hangers . . . . . . 128, 131KCB Column Base . . . . . . . . . . . . . . . . . 70KCBQ Column Bases . . . . . . . . . . . . . . . 69KCC Column Caps . . . . . . . . . . . . . . . 81-83KCCC Column Caps . . . . . . . . . . . . . . . . . 83KCCO Column Caps . . . . . . . . . . . . . . . . . 83KCCOB Column Caps . . . . . . . . . . . . . . . 83KCCT Column Caps . . . . . . . . . . . . . . . . . 83KCCQC Column Caps . . . . . . . . . . . . . . . 80KCCQO Column Caps . . . . . . . . . . . . . . . 80KCCQOB Column Caps . . . . . . . . . . . . . . 80KCCQ Column Caps . . . . . . . . . . . . . 78-80KCCQT Column Caps . . . . . . . . . . . . . . . 80KECC End Column Caps . . . . . . . . . . 81-83 KECCL End Column Caps . . . . . . . . . . . . 83 KECCQL End Column Caps . . . . . . . . . . . 80KECCQO End Column Caps . . . . . . . . . . 80KECCO End Column Caps . . . . . . . . . . . . 83KECCQ End Column Caps . . . . . . . . . 78-80KEG Glulam Beam Hangers . . . . . . . . . 179KEGQ Glulam Beam Hangers . . . . . . . . 178KF Panel Hangers . . . . . . . . . . . . . .139-140KGB Glulam Hangers . . . . . . . . . . . . . . 180KGH Floor Girder Hangers . . . . . . . . . . . 49KGLB Laminated Beam Seats . . . . . . . . 48KGLBT Laminated Beam Seats . . . . . . . 48KGLS Glulam Saddle Hangers . . . . . . . 184KGLST Glulam Saddle Hangers . . . . . . 184KGLT Glulam Beam Hangers . . . . . . . . 181KHC Hinge Connectors . . . . . . . . . .182-183KHCCT Hinge Connectors . . . . . . . . . . . 182KHCST/KHCSTR Seismic Straps . . . . . 183KHCT Hinge Connectors . . . . . . . . . . . . 182KHGB Glulam Hangers . . . . . . . . . . . . . 180KHGLB Laminated Beam Seats . . . . . . . 48KHGLS Glulam Saddle Hangers . . . . . . 184KHGLST Glulam Saddle Hangers . . . . . 184KHGLT Glulam Beam Hangers . . . . . . . 181KHHB Glulam Hangers . . . . . . . . . . . . . 180KHL Heavy Angles . . . . . . . . . . . . . . 94, 96KHSA Connector Straps . . . . . . . . .106-107KHST Strap Ties . . . . . . . . . . . . . . . 96, 101KHW Top Flange Hangers . . . . 129, 131-132KLB Beam & Purlin Hangers . . . . . 128, 130KLCC Lally Column Caps . . . . . . . . . . . . 78KLEG Glulam Beam Hangers . . . . . . . . 179KMEG Glulam Beam Hangers . . . . . . . . 179KNS1 Protection Plate . . . . . . . . . . . . . 239KRPS Strap Ties . . . . . . . . . . . . . . . . . 101KSA Connector Straps . . . . . . . . . .106-107KSCT Corner Tie . . . . . . . . . . . . . . . . . 243KST Strap Ties . . . . . . . . . . . . . . . . 98-100KSTI Strap Ties . . . . . . . . . . . . . . . 98-100

USP Products Alphabetical Index

A

B

C

D

E

F

G

H

I

J

K

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KTS Twist Straps . . . . . . . . . . . . . . .103-104KVB Knee Braces . . . . . . . . . . . . . . . . . 107KVBI Knee Braces . . . . . . . . . . . . . . . . 107

L Straps . . . . . . . . . . . . . . . . . . . . . . . . . 96LBP Bearing Plates . . . . . . . . . . . . . . . . . 37LBPS Bearing Plates . . . . . . . . . . . . . . . 37LDSC Drag Strut Connectors . . . . . . . . 216LFTA Strap . . . . . . . . . . .103-104, 200-202LGU Girder Hanger . . . . . . . . . . . . . . . . 176LGUM Masonry Girder Hangers . . . . . . 144LH Straps . . . . . . . . . . . . . . . . . . . . . . . . 96LJC Lateral Joist Connector . . . . . . . . . . 92LJQ Lateral Joist Connectors . . . . . . . . . 92LL LumberLok Screws . . . . . . . . . . . . . . 30 LPTA Embedded Truss Anchors . . . . . . 185LS Light Slope Rafter Hangers . . . . . . . 135LSSH Slope/Skew Hangers . . 136-137, 175LSTA Strap Ties . . . . . . . . . . . . . . . . 98-99LSTAD Foundation Straps . . . . . . . . . . . 59LSTI Strap Ties . . . . . . . . . . . . . . . . . 98-99LTS Tension Ties . . . . . . . . . . . . . . . . . . 51LTTI Tension Tie . . . . . . . . . . . . . . . . . . . 51LTW Twist Straps . . . . . . . . . . . . . .103-104LUGT Girder Tiedowns . . . . . . . . . 194, 198

MB Bridging . . . . . . . . . . . . . . . . . . . . . 241MBG Bridging . . . . . . . . . . . . . . . . . . . . 241MGU Girder Hanger . . . . . . . . . . . . . . . 176ML Angles . . . . . . . . . . . . . . . . . . . 86, 233MP Framing Angles . . . . . . . 84-85, 87-88MPF Multi-Lateral Plate Ties . . . . . . 87-88MPA Framing Angles . . . . . . . . . . . . 87-88MPH Masonry Hangers . . . . . . . . . 147-148MSH Strap Hangers . . . . . . . . . . . 207-209MSHL/R Skewed Truss Hanger . . . . . . . 210MSHA Adjustable Strap Skewed Hangers . . . . . . . . . . . . . .212-213MSSHL/R Skewed Hanger . . . . . . . . . . 211MSTA Strap Ties . . . . . . . . . . . . . . . . 98-99MSTAM Masonry Straps . . . . . . . . . . . 105MSTC Strap Ties . . . . . . . . . . . . . . 98-100MSTCB Pre-Bent Strap . . . . . . . . . . . . 102MSTCM Masonry Straps . . . . . . . . . . . . 105MTW Twist Straps . . . . . . . . . . . . .103-104MUGT Girder Tiedown . . . . . . . . . 195, 199MUS Slant Nail Joist Hangers . . . . . . . . . . . . . . . . . . . . 110, 112-113, 203

N Bridging . . . . . . . . . . . . . . . . . . . . . . 240N Nails . . . . . . . . . . . . . . . . . . . . . . . .21-24NA Nails . . . . . . . . . . . . . . . . . . . . . . .21-24NFM Masonry Hangers . . . . . . . . . .149-150NOP Moisture Barrier Plates . . . . . . . . . 185NP Mending Plates . . . . . . . . . . . . . . . . 244

O Bridging . . . . . . . . . . . . . . . . . . . . . . . 240Ornamental series . . . . . . . . . . . . . . . . . 96

PA Post Anchors . . . . . . . . . . . . . . . . . . . 65PA Purlin Anchors . . . . . . . . . . . . . . 61-62

PAE Post Anchors . . . . . . . . . . . . . . . . . 65PAHD Foundation Strap . . . . . . . . . . 57-58PAI Purlin Anchors . . . . . . . . . . . . . . 61-62PAU Post Anchors . . . . . . . . . . . . . . . . . 65PB Post Caps . . . . . . . . . . . . . . . . . . . . . 76PBC Post Beam Corner . . . . . . . . . . . . . 77PBES Post Caps . . . . . . . . . . . . . . . . . . . 76PBS Post Caps . . . . . . . . . . . . . . . . . . . . 76PC Plywood Clips . . . . . . . . . . . . . . . . . 237PCM Post Caps . . . . . . . . . . . . . . . . . . . . 74PCP Plastic Post Caps . . . . . . . . . . . . . 236PHD Predeflected Holdowns . . . . . . . . . . 50PHDA Predeflected Holdowns . . . . . . . . 50PHG Panel Hangers . . . . . . . . . . . .139-140PHM Top Flange Hangers . . . . . . . .165-173PHXU Top Flange Hangers . . . . . . 165-173PL Protection Plate . . . . . . . . . . . . . . . . 239Power-Stud™ HD5 Anchors . . . . . . . . . . 34PRT Pipe Rail Ties . . . . . . . . . . . . . . . . 234PS Strap Ties . . . . . . . . . . . . . . . . . . . . 101

RBC Roof Boundary Clip . . . . . . . . . . . . . 86RC Plywood Clips . . . . . . . . . . . . . . . . . 237RFUS Uplift Girder Tie . . . . . . . . . . . . . 192RP Retro Plate . . . . . . . . . . . . . . . . . . . . 47RPB Retrofit Post Base . . . . . . . . . . . . . . 64RR Ridge Rafter . . . . . . . . . . . . . . . . . . 136RS Coiled Strapping . . . . . . . . . . . . . . . . 97RSPT Stud Plate Ties . . . . . . . . . . . . . . . 89RT Hurricane/Seismic Anchors . . . 200-202RTM Hurricane Retrofit Connector . . . . 197RUSC Strap Connector . . . . . . . . . . . . . 202RW Round Washers . . . . . . . . . . . . . . . . . 39RWB Wall Bracing . . . . . . . . . . . . . . . . 242

SB Shelf Bracket . . . . . . . . . . . . . . . . . 243SBP Bearing Plates . . . . . . . . . . . . . . . 224SCA Stair Angles . . . . . . . . . . . . . . 93, 232SD Wedge-Bolt® Anchors . . . . . . . . . . . . 34SDJT Joist Tie . . . . . . . . . . . . . . . . . . . . 95SDPT Strap Post Ties . . . . . . . . . . . . . . . 95SFA Foundation Anchor . . . . . . . . . . . . . 47SFC Framing Clip . . . . . . . . . . . . . . . . . . 91SFJA Foundation Anchor . . . . . . . . . . . . 47SFP Fence Post Connectors . . . . . . . . . 236SHA Masonry Uplift Connectors . . . . . . 196SKH Skewed 45° Hangers . . . . . . . 137-139SKHH Skewed 45° Hangers . . . . . . 137-138SMP Fence Post Connectors . . . . . . . . 236SNP Skewed Nail Plate . . . . . . . . . . . . . 214Specialty Options . . . . . . . . . . . . 245-249SPT Stud Plate Ties . . . . . . . . . . . . . 89-90SPTH Stud Plate Ties . . . . . . . . . . . . . . . 90SPTHW Stud Plate Ties . . . . . . . . . . . . . . 90SRCP Sill Retrofit Connector Plate . . . . . 45SRC Sill Retro Connector . . . . . . . . . . . . 46ST Foundation Anchors . . . . . . . . . . . . . 43ST Strap Ties . . . . . . . . . . . . . . 96, 98-100Stabilizer . . . . . . . . . . . . . . . . . . . . . . . 222

STAD Foundation Straps . . . . . . . . . 59-60STB Anchor Bolts . . . . . . . . . . . . . . . 35-36STBL Anchor Bolts . . . . . . . . . . . . . . 35-36STC Scissor Truss Clips . . . . . . . . . . . . 227STS Stud Shoes . . . . . . . . . . . . . . . . . . 239SUH Joist Hangers . . . . . 109, 112-121, 123SW Top Flange Hangers . . . . . . . . .129-131SWH Top Flange Hangers . . . . . . . .129-131

T Hoist Plates . . . . . . . . . . . . . . . . . . . . 228T Straps . . . . . . . . . . . . . . . . . . . . . . . . . 96TA Foundation Straps . . . . . . . . . . . . 60-61TA Truss Anchors . . . . . . . . . . . . . . . . . 191TAR Truss Anchors . . . . . . . . . . . . . . . . 191TD Holdowns . . . . . . . . . . . . . . . . . . 53-54TDL Concrete Angles . . . . . . . . . . . . . . . 63TDX Holdowns . . . . . . . . . . . . . . . . . 53-54TFI Top Mount Hangers . . . . .162, 166-169TFL Top Mount Hangers . . . . .162, 166-167TH Straps . . . . . . . . . . . . . . . . . . . . . . . . 96THD Face Mount Truss Hangers . . . . . . . . . . . . . . . . . . . . 157, 160-161, 204THDH Face Mount Hangers . . . . . . . . . . . . . . . . 157, 160-161, 205-206THDHQ Girder Truss Hangers . . . . . . . . 206THF Face Mount Hangers . . . .155, 158-159THFI Face Mount Hangers . . . .154, 158-159THO Top Mount Hangers . . . . .162, 166-171THR Threaded Rods . . . . . . . . . . . . . . . . 35TMP Rafter-To-Plate Connectors . . . . . 174TMPH Rafter-To-Plate Connectors . . . . 174TPP Mending Plates . . . . . . . . . . . . . . . 244TR Roof Truss Ties . . . . . . . . . . . . . . . . 227TS Truss Spacer . . . . . . . . . . . . . . . . . . 223TSX Truss Spacers . . . . . . . . . . . . . . . . 223TT D .I .Y . Products . . . . . . . . . . . . . . . . . 238TUS Undersaddle Hanger . . . . . . . . . . . 142

UGTS Uplift Girder Ties . . . . . . . . . . . . 193UMH Universal Masonry Hangers . . . . . 149 UPHD Holdowns . . . . . . . . . . . . . . . . . . . 56USC Uplift Girder Ties . . . . . . . . . . . . . . 193

VTT Valley Truss Tie . . . . . . . . . . . . . . 226

WAS Wet Post Anchors . . . . . . . . . . . . . 66WB Wall Bracing . . . . . . . . . . . . . . . . . . 242WBC Wall Bracing . . . . . . . . . . . . . . . . 242WBT Wall Bracing . . . . . . . . . . . . . . . . 242WE Wet Post Anchors . . . . . . . . . . . . . . . 66WG Concrete Form Wedge . . . . . . . . . . . 40WS Hex Head Screws . . . . . . . . . . . . 26-27WSBH Bugle Head Screws . . . . . . . . . . . 28WSWH Washer Head Screws . . . . . . . . . 29WT Wall Ties . . . . . . . . . . . . . . . . 143, 243

Z4™ Tie-Down Systems . . . . . . . . . . . . . 250 ZC Blocking Supports . . . . . . . . . . . . . . 228

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Reference Number Index

About the Reference NumbersReference numbers shown throughout the charts in this catalog are part numbers which may be more familiar to customers in various regions of the United States. These are included for the convenience of our new customers who have recently switched from a competitor’s product line to USP.

The reference numbers in this catalog are for general application comparison only and should not be used as a substitution tool. The user is responsible to compare specific load values, fastener schedules, material specifications, and other factors to determine suitability of use for any particular product.

A Angle . . . . . . . . . . . . . . . . . . . . . . . . . . 85, 94A34/A35 Anchor. . . . . . . . . . . . . . . . . . . . . . 88ABA/ABU Post Base . . . . . . . . . . . . . . . . . . . 65AC/ACE Post Cap . . . . . . . . . . . . . . . . . . . . . 76ATR All Thread Rod . . . . . . . . . . . . . . . . . . . . 38B Hanger . . . . 130-131, 166, 168-169, 171-173BA Hanger . . . . . . . . . . . . . . 131, 166, 168-169BC Base . . . . . . . . . . . . . . . . . . . . . . . . . . . . 73BC Cap . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 75BP Bearing Plate . . . . . . . . . . . . . . . . . . . . . . 37BPS Bearing Plate. . . . . . . . . . . . . . . . . . . . . 37BT Brick Tie . . . . . . . . . . . . . . . . . . . . 143, 243CB Column Base . . . . . . . . . . . . . . . . . . . . . . 70CBSQ Column Base. . . . . . . . . . . . . . . . . . . . 72CC Column Cap . . . . . . . . . . . . . . . . . . . . .81-82CCQ Column Cap . . . . . . . . . . . . . . . . . . . . . 79CHC Component Hoist Clip . . . . . . . . . . . . . 228CMST Coiled Strap . . . . . . . . . . . . . . . . . . . . 97CMSTC Coiled Strap . . . . . . . . . . . . . . . . . . 97CNW Coupler Nut . . . . . . . . . . . . . . . . . . . . . 39CPS Composite Standoff . . . . . . . . . . . . . . . 77CS Coiled Strap . . . . . . . . . . . . . . . . . . . . . . 97DBTZ Deck Tie . . . . . . . . . . . . . . . . . . . . . . 233DETAL Truss Anchor . . . . . . . . . . . . . . . . . 189DGB Drywall Hanger . . . . . . . . . . . . . . . . . . 133DGH Drywall Hanger . . . . . . . . . . . . . . . . . . 133DHUTF Drywall Hanger . . . . . . . . . . . . . . . . 129DJT Deck Tie . . . . . . . . . . . . . . . . . . . . . . . . 95DPPC Decorative Post Cover. . . . . . . . . . . . 236DPT Deck Tie . . . . . . . . . . . . . . . . . . . . . . . . 95DS Drywall Stop . . . . . . . . . . . . . . . . . . . . . 237DSC Drag Strut Connector . . . . . . . . . . . . . 216DSP Double Stud Plate . . . . . . . . . . . . . . . . . 89DTC Roof Truss Clip . . . . . . . . . . . . . . . . . . 227DTT Deck Tension Tie . . . . . 124-125, 230-231ECC/ECCU Column Cap . . . . . . . . . . . . . . . . 82ECCQ Column Cap . . . . . . . . . . . . . . . . . . . . 79EG Hanger . . . . . . . . . . . . . . . . . . . . . . . . . 179EGQ Hanger . . . . . . . . . . . . . . . . . . . . . . . . 178EPB Post Base . . . . . . . . . . . . . . . . . . . . . . . 68EPB44T Post Base . . . . . . . . . . . . . . . . . . . . 67EPC Post Cap . . . . . . . . . . . . . . . . . . . . . . . . .74

F Hanger . . . . . . . . . . . . . . . . . . . . . . . . . . 140FAP Foundation Plate . . . . . . . . . . . . . . . . . . 45FB Fence Bracket . . . . . . . . . . . . . . . . 126, 235FBR Fence Bracket . . . . . . . . . . . . . . . 126, 235FC Framing Clip. . . . . . . . . . . . . . . . . . . . . . . 91FGTR Girder Tiedown . . . . . . . . . . . . . . . . . 192FJA Anchor . . . . . . . . . . . . . . . . . . . . . . . . . . 47FPBB44 E-Z Base™ . . . . . . . . . . . . . . . . . . 236FPBM44 E-Z Mender™ . . . . . . . . . . . . . . . 236FPBS44 E-Z Spike™ . . . . . . . . . . . . . . . . . 236FSC Strap . . . . . . . . . . . . . . . . . . . . . 125, 231FWANZ Foundation Wall Angle . . . . . . . . . . . 44GA Angle . . . . . . . . . . . . . . . . . . . . . . . . . . . 85GB Hanger . . . . . . . . . . . . . . . . . . . . . . . . . 180GBC Gable Bracing . . . . . . . . . . . . . . . . . . . 201GH Hanger . . . . . . . . . . . . . . . . . . . . . . . . . . 49GLB Beam Seat . . . . . . . . . . . . . . . . . . . . . . 48GLBT Beam Seat . . . . . . . . . . . . . . . . . . . . . 48GLS Hanger . . . . . . . . . . . . . . . . . . . . . . . . 184GLT Hanger . . . . . . . . . . . . . . . . . . . . . . . . 181GLTV Hanger . . . . . . . . 168-169, 171-173, 181H Hurricane Ties . . . . . . . . . . . . . . . . . 198, 201HB Hanger . . . . . . . . . . . . . . . . . . . . . . 168-173HCA Hinge Connector . . . . . . . . . . . . . . 182-183HCP Hip Corner Plate . . . . . . . . . . . . . . . . . 201HCSTR Strap . . . . . . . . . . . . . . . . . . . . . . . 183HD Holdown . . . . . . . . . . . . . . . . . . . . . . . . . 54HDB Holdown . . . . . . . . . . . . . . . . . . . . . . . . 54HDQ Holdown . . . . . . . . . . . . . . . . . . . . . . . . 56HDU Holdown . . . . . . . . . . . . . . . . . . . . . 50, 56HETA Truss Anchor . . . . . . . . . . . . . . . 187-188HETAL Truss Anchor . . . . . . . . . . . . . . . . . 190HFN Hanger . . . . . . . . . . . . . . . . . . . . . . . . 140 HGA Gusset Angle . . . . . . . . . . . . . . . . . . . 197HGAM Gusset Angle . . . . . . . . . . . . . . . . . . 196HGB Hanger . . . . . . . . . . . . . . . . . . . . . . . . 180HGLB Beam Seat . . . . . . . . . . . . . . . . . . . . . 48HGLS Hanger . . . . . . . . . . . . . . . . . . . . . . . 184HGLT Hanger . . . . . . . . . . . . . . . . . . . . . . . 181HGLTV Hanger . . . . . . . 168-169, 171-173, 181HGT Girder Tiedown . . . . . . . . . . . . . . 195, 199HGU Girder Hanger . . . . . . . . . . . . . . . . . . . 176HGUM Girder Hanger . . . . . . . . . . . . . . . . . 144HGUS Hanger . . . . . . . . . . . . . . . . 160-161, 205HGUQ Girder Truss Hanger . . . . . . . . . . . . . 206HH Hanger . . . . . . . . . . . . . . . . . . . . . . . . . . 91HHB Hanger . . . . . . . . . . . . . . . . . . . . .131, 180HHDQ Holdown . . . . . . . . . . . . . . . . . . . . . . 56HHETA Truss Anchor . . . . . . . . . . . . . . . . . 188 HHUS Hanger . . . . . . . . . . . . . . . . 160-161, 204HIT Hanger . . . . . . . . . . . . . . . . . . . . . .167, 169HL Heavy Angle . . . . . . . . . . . . . . . . . . . . . . 94HL Strap Tie . . . . . . . . . . . . . . . . . . . . . . . . . 96HM Hurricane Tie . . . . . . . . . . . . . . . . . . . . 197HPA Purlin Anchor . . . . . . . . . . . . . . . . . . . . 62HRS Strap Tie . . . . . . . . . . . . . . . . . . . . . . . 100

HS Hurricane Tie . . . . . . . . . . . . . . . . . . . . 201HST Strap . . . . . . . . . . . . . . . . . . . . . . . . . 101HSULC/HSURC Hanger. . . . . . . . . . . . . . . . 138HSUR/HSUL Hanger . . . . . . . . . . . . . . 138-139HT Strap Tie . . . . . . . . . . . . . . . . . . . . . . . . . 96HTC Heavy Truss Clip . . . . . . . . . . . . . . . . . 228HTPZ Strap Tie . . . . . . . . . . . . . . . . . . . . . . . 99HTS Twist Strap . . . . . . . . . . . . . . . . . . . . . 104HTSM Twist Strap . . . . . . . . . . . . . . . . . . . 106HTT Tension Tie . . . . . . . . . . . . . . . . . . . . . . 52HTU Hanger . . . . . . . . . . . . . . . . . . . . . . . . 204HU Hanger . . . . . . . . . . . . . . 112-123, 159-161HUC Hanger . . . . . . . . . . . . . . . . . . . . . 113-123HUCQ Hanger . . . . . . . . . . . . 114-122, 160-161HUITF Hanger . . . . . . . . . . . . . . . . . . . . . . 127 HUS Hanger . . . . . . . . . . . . . 112-114, 160, 203HUSC Concealed Hanger. . . . . . . . . . . . 114-115HUSTF Hanger . . . . . . . . . . . . . . . . . . . 130-131HUTF Hanger . . . . . . . . . . . . . . . . . . . . 130-131HW Hanger . . . . . . . . . . . . . . . . . . . . . . 131-132HWI Hanger . . . . . . . . . . . . . . . . . . . . . 168-173HWU Hanger . . . . . . . . . . . . . . . . . . . . 168-173IS Insulation Supports . . . . . . . . . . . . . . . . . 237ITS Hanger . . . . . . . . . . . . . . . . . . . . . .166-168IUS Hanger . . . . . . . . . . . . . . . . . . . . . . 158-159JB Hanger . . . . . . . . . . . . . . . . . . . . . . . . . 130JBA Hanger . . . . . . . . . . . . . . . . . . . . . . . . 130L Angle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 85L Strap Tie . . . . . . . . . . . . . . . . . . . . . . . . . . 96LB Hanger . . . . . . . . . . . . . . . . . . . . . . . . . 126LBP Bearing Plate . . . . . . . . . . . . . . . . . . . . 37LBV Hanger . . . . . . . . . . . . . . . . . . . . . 166-171LCB Column Base . . . . . . . . . . . . . . . . . . . . 71LCC Lally Column Cap . . . . . . . . . . . . . . . . . 78LCE Post Cap . . . . . . . . . . . . . . . . . . . . . . . . 76LEG Hanger . . . . . . . . . . . . . . . . . . . . . . . . 179LGT Girder Tiedown . . . . . . . . . . . . . . 194, 198LGU Girder Hanger . . . . . . . . . . . . . . . . . . . 176LGUM Girder Hanger . . . . . . . . . . . . . . . . . 144LPCZ Post Cap . . . . . . . . . . . . . . . . . . . . . . . 76LS Angle . . . . . . . . . . . . . . . . . . . . . . . . . . . 85LSC Light Stair Stringer Connector . . .127, 231LSSU Hanger . . . . . . . . . . . . . . . . . . . .137, 175LSTA Strap Tie . . . . . . . . . . . . . . . . . . . . . . . 99LSTI Strap Tie . . . . . . . . . . . . . . . . . . . . . . . 99LSTHD Holdown . . . . . . . . . . . . . . . . . . . . . . 59LSU Hanger . . . . . . . . . . . . . . . . . . . . .137, 175LTA Truss Anchor . . . . . . . . . . . . . . . . . . . . 185LTB Bridging . . . . . . . . . . . . . . . . . . . . . . . 240LTHJA Hanger. . . . . . . . . . . . . . . . . . . . . . . 215LTP Framing Anchor . . . . . . . . . . . . . . . . . . . 88LTS Twist Strap . . . . . . . . . . . . . . . . . . . . . 104LTT/LTTI Tension Tie . . . . . . . . . . . . . . . . . . 51LU Hanger . . . . . . . . . . . . . . . . . . 112-113, 123LUC Hanger . . . . . . . . . . . . . . . . . . . . . 112-120LUS Hanger . . . . . . . . . . . . . . . . . . . . . 112-120

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Reference Number Index

MAB Mudsill Anchor . . . . . . . . . . . . . . . . . . 43MASA Mudsill Anchor . . . . . . . . . . . . . . . . . . 42MBHA Masonry Hanger . . . . . . . . . . . . . . . 150MBHU Masonry Beam Hanger . . . . . . . . . . 149MEG Hanger . . . . . . . . . . . . . . . . . . . . . . . . 179META Truss Anchor . . . . . . . . . . . . . . . . . . 188MGT Girder Tiedown . . . . . . . . . . . . . 195, 199MGU Girder Hanger . . . . . . . . . . . . . . . . . . 176MIT Hanger . . . . . . . . . . . . . . . . . . . . . 167-171MIU Hanger . . . . . . . . . . . . . . . . . . . . . 158-161ML Angles . . . . . . . . . . . . . . . . . . . . . . 86, 233MP Mending Plate . . . . . . . . . . . . . . . . . . . 244MST Strap Tie . . . . . . . . . . . . . . . . . . . . . . 100MSTA Strap Tie . . . . . . . . . . . . . . . . . . . . . . 99MSTAM Strap Tie . . . . . . . . . . . . . . . . . . . 105MSTC Strap Tie . . . . . . . . . . . . . . . . . . .99-100MSTCB Strap Tie . . . . . . . . . . . . . . . . . . . . 102MSTCM Strap Tie . . . . . . . . . . . . . . . . . . . 105MSTI Strap Tie . . . . . . . . . . . . . . . . . . . . . . 100MTS Twist Strap . . . . . . . . . . . . . . . . . . . . 104MTSM Twist Strap . . . . . . . . . . . . . . . . . . . 106MUS Hanger . . . . . . . . . . . . . . . . . 112-113, 203Nails . . . . . . . . . . . . . . . . . . . . . . . . . . . 21, 24NCA Nailless Bridging . . . . . . . . . . . . . . . . 241NS Nail Stopper . . . . . . . . . . . . . . . . . . . . . 239OHA Hanger . . . . . . . . . . . . . . . . . . . . . . . . . 96OL/OT/OHL/OHT Hangers . . . . . . . . . . . . . . 96OS/OHS Hangers . . . . . . . . . . . . . . . . . . . . . 96PA Holdown . . . . . . . . . . . . . . . . . . . . . . . . . 61PA Purlin Anchor . . . . . . . . . . . . . . . . . . . . . 62PAI Purlin Anchor . . . . . . . . . . . . . . . . . . . . . 62PB/PBS Post Base . . . . . . . . . . . . . . . . . . . . 66PC Post Cap . . . . . . . . . . . . . . . . . . . . . . . . . .74PF Hanger . . . . . . . . . . . . . . . . . . . . . . 140-141PFDS Hanger . . . . . . . . . . . . . . . . . . . . . . . 143PGT Pipe GripTie . . . . . . . . . . . . . . . . . . . . 234PGTIC Pipe GripTie . . . . . . . . . . . . . . . . . . . 234PS Strap . . . . . . . . . . . . . . . . . . . . . . . . . . . 101PSCA Sheathing Clip . . . . . . . . . . . . . . . . . 237 PSCL Sheathing Clip . . . . . . . . . . . . . . . . . 237PSPNZ Protective Plate . . . . . . . . . . . . . . . 239RBC Roof Boundary Clip . . . . . . . . . . . . . . . . 86RCWB Wall Bracing. . . . . . . . . . . . . . . . . . . 242RFB Retrofit Bolt . . . . . . . . . . . . . . . . . . . . . . 35RP Retro Plate . . . . . . . . . . . . . . . . . . . . . . . 47RPBZ Retrofit Post Base . . . . . . . . . . . . . . . 64RPS Strap Tie . . . . . . . . . . . . . . . . . . . . . . 101RR Connector . . . . . . . . . . . . . . . . . . . . . . . 136RSP Stud Plate Tie . . . . . . . . . . . . . . . . . . . . 89RTA/RTB/RTC/RTF/RTR/RTU Rigid Tie® . . 238SA Strap Connector . . . . . . . . . . . . . . . . . . 107SBV Shelf Bracket . . . . . . . . . . . . . . . . . . . 243SD Connector Screw . . . . . . . . . . . . . . . . . . 30SDS Heavy-Duty Connector Screw . . . . . . . 26SDW Multi-Ply Wood Screw . . . . . . . . . . . . . 29 SP/SPH Stud Plate Tie . . . . . . . . . . . . . . . . . 90

SPECANGLE . . . . . . . . . . . . . . . . . . . . . . . . . 94SS Stud Shoe . . . . . . . . . . . . . . . . . . . . . . . 239SSP Single Stud Plate . . . . . . . . . . . . . . . . . 89SSTB Anchor Bolt . . . . . . . . . . . . . . . . . . . . 36ST Strap Tie . . . . . . . . . . . . . . . . . . . . . . . . . 99STC Roof Truss Clip . . . . . . . . . . . . . . . . . . 227STCT Roof Truss Clip . . . . . . . . . . . . . . . . . 227STHD Holdown . . . . . . . . . . . . . . . . . . . . . . . 60SUR/SUL Hanger . . . . . . . . . . . . . . . . . . . . 138T Strap Tie . . . . . . . . . . . . . . . . . . . . . . . . . . 96TA Staircase Angle . . . . . . . . . . . . . . . . 93, 232TB Tension Bridging . . . . . . . . . . . . . . . . . . 240TBE Truss Enhancer . . . . . . . . . . . . . . . . . . 224TBP Truss Seat . . . . . . . . . . . . . . . . . . . . . . 185TC Truss Connector . . . . . . . . . . . . . . . . . . 227THA Hanger . . . . . . . . . . . . . . . . . . . . 208-209THAC Hanger . . . . . . . . . . . . . . . . . . . 208-209THAI Hanger . . . . . . . . . . . . . . . . . . . 208-209THAL/R Hanger . . . . . . . . . . . . . . . . . . . . . 210THASR/L Truss Hanger. . . . . . . . . . . . . . . . 213THD Titen HD® Anchor. . . . . . . . . . . . . . . . . 34THGB/THGBH Hanger. . . . . . . . . . . . . .219-220THGQ/THGQH Hanger . . . . . . . . . . . . . . . . 218THJA Hanger . . . . . . . . . . . . . . . . . . . . . . . 215THJM Hanger . . . . . . . . . . . . . . . . . . . . . . . 216THJU Hanger . . . . . . . . . . . . . . . . . . . . . . . 215TJC Truss Connector . . . . . . . . . . . . . . . . . 214TP Tie Plate . . . . . . . . . . . . . . . . . . . . . . . . 244TS Twist Strap . . . . . . . . . . . . . . . . . . . . . . 104TSBR Truss Spacer . . . . . . . . . . . . . . . . . . 222TSF Truss Spacer . . . . . . . . . . . . . . . . . . . . 223TSS Truss Seat . . . . . . . . . . . . . . . . . . . . . 185TWB Wall Bracing . . . . . . . . . . . . . . . . . . . 242U Hanger . . . . . . . . . . . .112-121, 123, 158-159UFP Foundation Anchor. . . . . . . . . . . . . . . . . 46VB Knee Brace . . . . . . . . . . . . . . . . . . . . . . 107VPA Connector . . . . . . . . . . . . . . . . . . . . . . .174VTCR Valley Truss Clip . . . . . . . . . . . . . . . . 226 W Hanger . . . . . . . . . . . . . . . . . . . . . . . 130-131W Wedge . . . . . . . . . . . . . . . . . . . . . . . . . . . 40WA Wedge-All® Anchor . . . . . . . . . . . . . . . . 34WB/WBC Wall Bracing . . . . . . . . . . . . . . . . 242WM Hanger . . . . . . . . . . . . . . . . . . . . . 147-148WMI Hanger . . . . . . . . . . . . . . . . . . . . . . . . 148WNP Hanger . . . . . . . . . . . . . . . . . . . . 130-131WP Hanger . . . . . . . . . . . . . . . . . . . . . . 166-173WPI Hanger . . . . . . . . . . . . . . . . . . . . . 166-173WPU Hanger . . . . . . . . . . . . . . . . . . . . 166-173WT Wedge Form Tie . . . . . . . . . . . . . . . . . . . 40Z Clip . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 228

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Code Evaluation Information

Code Evaluations

Most structural products shown in this catalog are listed in a current code evaluation report from the code evaluation agencies listed to the right.

The load values shown in this catalog were current at the time of printing but we are continually improving our products through better engineering design and development so some of the evaluation reports may have been updated with better load values after the catalog was printed.

In a few cases, we have submitted a formal independent test report from an approved lab to the code evaluation agency and are awaiting on an evaluation report.

We recommend visiting our web site: USPconnectors.com/code-reports or, the specified code evaluation agency’s web site, shown below, to obtain the latest load values from the most current evaluation report.

Some code jurisdictions may require additional load reductions and/or use limitations for some products listed in this catalog. In those cases, the products may not be approved or may need further review for approval.

We recommend contacting the code jurisdiction having authority for your project to confirm they accept the evaluation reports shown to the right, or contact our Engineering Department for further assistance.

Code Watch

“Code Watch” items are included to highlight relevant sections of the 2012 IBC and 2012 IRC building codes that discuss the use of products contained in this catalog.

We strongly encourage you to consult with a qualified design professional to review the exact requirements of the relevant code references for your project.

Please note that not all code sections relating to the use of all products in this catalog are included. In addition, some states and local municipalities may have adopted amendments to the referenced code section.

Code references are for the 2012 International Residential Code (IRC) and 2012 International Building Code (IBC).

Code Reference Key ChartCode

Agency Approval

ListingCode Ref.

Code Agency

ApprovalListing

Code Ref.

ESR-2266 1 FL17241 F1

ESR-3444 2 FL17232 F2

ESR-1678 3 FL17243 F3

ESR-1702 4 FL17240 F4

ESR-3445 5 FL17236 F5

ESR-3446 6 FL17239 F6

ESR-1970 7 FL17244 F7

ESR-3447 8 FL17245 F8

ESR-2685 9 FL578 F9

ESR-3448 10 FL17247 F10

ESR-3449 11 FL17248 F11

ESR-2761 12 FL17249 F12

ESR-2787 13 FL22052 F13

ESR-3455 14 FL17324 F14

ESR-3456 15 FL17325 F15

ESR-2089 16 FL17680 F16

ESR-2362 17 FL17699 F17

ESR-2818 18 FL20872 F18

ESR-2526 19 FL10739 F19

ESR-3768 20 FL22053 F20

ESR-3847 21 FL1247 F22

ESR-3754 22 FL2033 F23

ESR-2966 23 FL5631 F25

ESR-3889 24 FL6223 F26

ESR-4042 25 FL17229 F28

ER-0200 30 FL17231 F29

ER-0201 31 FL17219 F31

ER-0311 32 FL17227 F32

ER-0473 33 FL17246 F35

RR 25993 R1 Prescriptive Code -- 100

RR 26017 R2

RR 25992 R3

RR 25991 R4 No Load Capacity -- 120

RR 25843 R5

RR 25759 R6

RR 25753 R7 New products or updated product

RR 25976 R8 information are designated in blue font.

RR 25745 R9

RR 25972 R10

RR 25971 R11

RR 25749 R12 RR 25779 R13 RR 25836 R14 RR 25850 R15 RR 25954 R16 RR 26048 R17 RR 26107 R18

Contact us for test data

Contact us fortest data

110

130

LA City -City of

Los Angeles, California

State of FloridaProduct

Approvals

Pending for Code Evaluation

No Code Listing

IAPMO-UES ER

Code Evaluation Agency websitesICC-ES – ESR reports: http://www.icc-es.org/Evaluation_Reports

IAPMO Uniform ES – ER reports: www.iapmoes.org/EvaluationReports

City of Los Angeles – LARR reports: http://netinfo.ladbs.org/rreports.nsf

State of Florida – Product Approvals: www.floridabuilding.org/pr

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Corrosion Information

For the majority of applications, metal hangers and connectors are used in interior, above ground, dry service conditions. They are typically not being exposed to corrosive environments which can significantly reduce their strength and longevity.

What is Corrosion? Corrosion is the destructive degradation of steel due to its interaction with the environment. Here the steel is the connector and the environment is whatever the connector interacts with, namely wood and air. Each environment may contain one or more corrodents (substances that cause corrosion) acting independently or in combination to degrade the strength of the connectors.

Electrochemical oxidation is the most common type of corrosion affecting metal connectors. It is a process in which iron (Fe) reacts with oxygen (O2) in the presence of an electrolyte such as water (H2O) to form iron oxide (Fe2O3), a brown and flaky by-product commonly known as rust.

Steel is an iron-based metal alloy which is susceptible to this type of corrosion, even when exposed to normal atmospheric air, since air contains oxygen and water as part of its normal composition. While steel is very strong, rust is not. Over time, the continuous formation of rust eats away the base metal and reduces the strength of the connector. The rate of oxidation generally increases with increasing moisture content, the presence of salt, or when galvanic corrosion is a contributing factor.

Galvanic corrosion occurs when there is an interaction between dissimilar metals that are in contact with one another. The degree of corrosion depends on where the metals reside in the galvanic series, which is a compilation of known metals and their relative reactivity. The more active metal (anode) will corrode preferentially while shielding the more

passive metal (cathode) from further degradation. For example, with galvanized steel, zinc is used as a coating on the steel because it sacrificially corrodes to protect the steel substrate underneath. The coupling between zinc and steel is said to have a lower galvanic potential than the coupling between zinc and stainless steel because zinc and steel are closer to each other in the galvanic series. In general, the coupling with a lower galvanic potential would result in a slower corrosion rate.

Corrosion Protection OptionsZinc Galvanizing: Most connectors are manufactured from pre-galvanized sheet steel or coiled steel, which is typically made by the hot-dip process in accordance with ASTM-A653 and ASTM-A924 standards. Fasteners are galvanized in accordance with ASTM-A153. In the manufacturing of the connectors, the punching and shearing processes create exposed bare metal surfaces. Thankfully, zinc has an incredible ability to ‘heal’ itself; the zinc around the exposed metal corrodes and deposits a layer of zinc corrosion by-product called zinc patina (white powdery appearance) over the exposed metal to further protect it.

By being more reactive than steel, zinc sacrificially corrodes at a steady rate over time to shield the steel from the effect of corrosion. The protection ability of zinc is proportional to its thickness, which is proportional to the amount of zinc applied. Zinc coating is specified as the total weight on both sides of the sheet steel, measured in ounces per square foot (oz/ft2). For example, G90 means that there are 0.90 oz/ft2; G185 has 1.85 oz/ft2 and would last about two times longer than G90. G90 is the minimum protection for connectors and is standard in MiTek connectors.

Design Guidelines: Where there are governing national or local building code requirements, they should be used in the selection of the connectors and their protection against corrosion. In the absence of such requirements, the decision rests on the experience and judgment of the building designer/engineer. Design guidelines are presented in this section to aid the building designer/engineer in this selection process, but it is the responsibility of the building designer/engineer to determine the most viable solution based on an evaluation of the connectors to the specific corrosive environment(s). The guidelines consist of best practices, recommended protection levels for the connectors, and strength modification factors for the lumber/connectors.

Where there are multiple options suggested, do not automatically default to the lowest protection level. The lower protection level is intended to address less severe conditions while the higher protection level is meant to address more severe conditions. Select the option that eliminates or adequately reduces the vulnerability of the connectors to the corrodents. When in doubt, use a higher level of protection than anticipated or seek professional consultation.

Wood Environment

Before

METAL

After Healing

METAL

Air Environment

MOISTURE

SALT

CHLORINE

AMMONIA

HYDROGEN-SULFIDE

OTHER CHEMICALSEXPOSED METAL

ZINC ZINC

ZINC PATINA

FIRE

MOISTURE

PRESERVATIVE

ORO2 O2

O2O2

Iron + Oxygen RustWater

(Electrolyte)

Galvanic Series (Abbreviated)

More Active (Anodic-)

More Passive (Cathodic +)

Zinc

Aluminum

Steel

Brass

Copper Nickel

Stainless Steel - Type 304

Stainless Steel - Type 316


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Relative Corrosion Resistance Capability: The chart below ranks the available options in terms of their relative effectiveness against corrosion. As expected, the ability to resist corrosion increases with increasing zinc thickness, so G185 is the most durable pre-galvanized product available. Gold Coat offers enhanced protection compared to G185 while stainless steel offers the best protection for most applications.

Galvanic Corrosion: The simplest and most practical solution to minimize galvanic corrosion is to make sure that the components that are in direct contact with each other are made of the same material or coating. Once this is achieved, there is no net galvanic potential between the components and galvanic corrosion is eliminated or significantly reduced. For example, use galvanized nails for galvanized connectors and stainless steel nails for stainless steel connectors.

Wet Service Condition: For lumber, this refers to any service condition in which the average equilibrium moisture content is 15% or more over a year or may exceed 19% at any time. For lumber to get above 19% moisture, the relative humidity in the air needs to reach above 80%. Unfortunately, this is above the critical humidity level for the electrochemical oxidation of steel, which is around 70%. Beyond 70%, the rate of corrosion in the connectors increases rapidly due to the abundant availability of moisture.

G90 may not be suitable for use in wet service condition.

Preservative (Pressure) Treated Wood: There are many preservative wood treatment formulations available on the market today. The element that is common to most of them is the presence of copper in the formulation which can contribute to the corrosion of steel connectors and fasteners.

Of the copper based preservatives, the two types are micronized copper and soluble copper. Micronized copper formulations MCA (micronized copper azole) and MCQ (micronized copper quat) are sold under different brand names and are the most predominant formulation in today’s preservative treated wood industry. Soluble copper formulations CA (copper azole) and ACQ (alkaline copper quat) have also been very popular since they replaced CCA (chromated copper arsenate) which was phased out in 2004. Other “metal free” preservatives are still used for above ground and sill plate applications, but are not as common. One of the main criterion affecting the selection of one preservative treatment over another is the type of wood being treated and how well it can be penetrated by the treatment.

While many of the advanced wood treatment formulations containing copper used today have proven to be less corrosive to steel, especially micronized copper, MiTek recommends a higher level of corrosion protection for connectors in contact with copper based wood treatments.

Connectors and fasteners in contact with metal free wood preservatives do not require additional corrosion protection due to the preservative itself, however all factors that can create the corrosive environment should be considered when selecting the appropriate finish. If unsure as to whether a particular treatment is corrosive to steel fasteners, check with the supplier of the preservative treated wood product for their recommendation.

Fire Retardant Treated (FRT) Wood: Although most common FRT products are not corrosive to metal connectors, not all products are non-corrosive. Additionally, they typically require proprietary strength reductions applied to the lumber in accordance with the manufacturer’s specifications. Since the lumber strength is lower, the lateral and withdrawal resistance of nails must also be reduced accordingly. It is important to note that some fire retardants cause the wood to absorb more moisture from the air than untreated lumber. Consequently, the connector may be exposed to a higher level of moisture, resulting in more corrosion.

Swimming Pools: This is one of the most hazardous environments for steel connectors due to continuous exposure to high temperature, high moisture content, and corrosive chemicals such as chlorine, bromine, and other disinfectants. The combination of all these factors can lead to accelerated corrosion and premature structural failure. This environment is so corrosive that all possible preventive measures should be employed to prevent the hanger from being exposed to the pool water. These include the use of a vapor barrier and a ventilation system that does not take the air from the pool environment.

Additionally, it has been known that certain grades of stainless steel (316 and others) are susceptible to a mode of structural failure known as stress corrosion cracking (SCC) when exposed to a swimming pool environment. SCC is usually localized near areas of high residual stress and small cracks can rapidly propagate and cause catastrophic failures. See warning below.

Gold Coat may be the best choice in this environment.

WARNINGStainless steel connectors and fasteners shall not be used for metal hangers over swimming pools due to stress corrosion cracking. SCC has been known to occur under the following conditions:• Use of certain grades of stainless steel (grades 316

and others).• Structural members subjected to high tensile stress.• Presence of certain chemicals, including chlorine and bromine.

!


Relative Corrosion Resistance Capability:

G90 TZ HDG GC SS (G185) (Gold Coat)

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UC1 Interior construction, Continuously protected from General framing, Interior/Dry Above ground, weather or other sources of interior construction Untreated G90

Dry moisture UC2 Interior construction, Protected from weather, but may be Sill plates SBX-DOT, Organic G90

Interior/Damp Above ground, subject to sources of moisture ACQ-D (0.15), CA-B (0.10),

Damp CA-C (0.06), MCQ (0.06),

μCA-C (0.05)

UC3A Exterior construction, Exposed to all weather cycles, not Exposed exterior beams ACQ-D (0.25), MCQ (0.15), Above Ground Above ground, exposed to prolonged wetting or columns in an open, CA-B (0.10), CA-C (0.06), Protected Rapid water runoff covered structure μCA-C (0.05), Organic

UC3B Exterior construction, Exposed to all weather cycles, Deck beams and joists ACQ-D (0.25), MCQ (0.15), Above Ground Above ground, including prolonged wetting CA-B (0.10), CA-C (0.06), Exposed Poor water runoff μCA-C (0.05), Organic

UC4A Ground contact, Fresh Ground contact or fresh water ACQ-D (0.40), MCQ (0.23), Ground Contact water; includes above exposed to all weather cycles, CA-B (0.21), CA-C (0.15), General Use ground applications Normal exposure μCA-C (0.14) UC4B Exterior construction, Ground contact, fresh/salt water Permanent wood ACQ-D (0.60), MCQ (0.23), Ground Contact Ground contact, water splash exposed to all foundations, critical CA-B (0.31), CA-C (0.25), Heavy Duty Critical components weather cycles structural members μCA-C (0.23)

1) G90 and G-185 refer to galvanization requirements for ASTM A653 material. 2) Connectors galvanized to ASTM A123 may be used in place of either G90 or G185 coatings. 3) Other coating may be suitable for a given environment if the conditions are known and predictable. 4) For G185 connectors use fasteners galvanized per ASTM A153. For Gold Coat connectors, use Gold Coat fasteners and for stainless steel connectors, use stainless steel fasteners. 5) If the enviroment has the potential to contain elements which may make it more corrosive, the use of stainless steel is recommended. 6) MCQ is a micronized copper treatment such as Micro Pro by Koppers. μCA-C is a dispersed copper treatment manufactured by Arch Treatment Technologies. Organic preservatives include L3 from Arch Treatment Technologies and EcoLife II from Viance, LLC. 7) For wood treatments not shown, contact USP or the wood preservative manufacturer for recommended coatings. 8) Testing by USP has found that in interior applications where the treated wood will remain relatively dry during its service life the use of G90 connectors with MCQ or μCA-C treated wood is appropriate. 9) American Wood Protection Assocation Standard U1-16.10) SBX/DOT= Sodium Borate; ACQ-D = Alkaline Copper Quat Type D; CA-B = Copper Azole Type B; CA-C = Copper Azole Type C; MCQ = Micronized Copper Quat; μCA-C = Dispersed Copper Azole Type C. The number listed in the parenthesis is the required retention level in pounds per cubic foot, or PCF.11) Deck joists and beams must be treated to Use Category UCA4 when they are difficult to maintain, repair or replace and are critical to the performance and safety of the deck. 12) Users must perform periodic inspection and provide regular maintenance to ensure the satisfactory performance of the structure.

Stainless Steel

Structural Connectors Coating Recommendations

Triple Zinc (G-185)8,9,

HDG (post hot dipped),

Exterior Coat12

Triple Zinc (G-185),HDG (post hot dipped),

Exterior Coat12 orUSP Gold Coat

Triple Zinc (G-185),HDG (post hot dipped),or USP Gold Coat

Triple Zinc (G-185),HDG (post hot dipped),

or USP Gold Coat5

Example Applications

Use Environment

Service Conditions

AWPA9 Use Category

Preservatives and Retentions6,7,10

Minimum Coating Requirements1,2,3,4

Deck posts, beams and joists. Fresh water

docks11

The Structural Connectors Coating Recommendations chart below was developed by reviewing field service performance and accelerated corrosion test results. They are offered as general guidelines and are not intended to cover all possible service conditions. Additional consideration may also be needed for: wet service conditions preservation treated lumber fire retardant treated lumber strength reducing chemicals building near salt water coastal areas.

Additionally, the Corrosion Protection Guidelines to the right may also be used to assist in making the proper choice of corrosion protection.

The building designer/engineer has the ultimate responsibility of selecting the most viable protective coating based on knowledge of project specific corrosive environments and local building code requirements.

Corrosion Protection Guidelines:• USP recommends stainless steel connectors for the highest level of

corrosion protection. As an economical alternative to stainless steel our new Gold Coat connectors are specifically designed for exterior application when in contact with preservative treated wood.

• For connectors in contact with preservative treated wood, the Triple Zinc option provides the minimum G-185 coating thickness required by code and is an economical alternative for exterior applications.

• The use of correct fastener with the connector is critical. Stainless steel connectors require stainless steel fasteners. For exterior applications, hot-dip galvanized fasteners (HDG) or exterior coat (EXT) must be used with both Triple Zinc and hot-dip galvanized finishes. Gold Coat connectors require gold coat or hot-dip galvanized fasteners.

• USP’s zinc dichromate WS Wood Screws are not recommended for use with preservative or fire-retardant treated wood. Some wood screws are available in Gold Coat or exterior coat.

• USP clearly differentiates standard interior G90 connectors from the corrosion resistant connectors. Gold Coat connectors are distinguishable from other connectors due to their gold color.


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CorrosionProtection Level Finish / Material Description

RequiredFastener Ordering

MiTek Primer

Primer paint is used to protect steel during shipping and installation but is not considered a corrosion protection method when installed in corrosive environments.

Bright fasteners Stock number as listed in the chart

G90 Galvanizing Galvanizing provides a prefabrication coating of 0.90 ounces of zinc per square foot of surface area (both sides) measured in accordance with ASTM A 653.

Bright fasteners Stock number as listed in the chart

Triple Zinc (TZ) (G-185 Galvanizing)

TZ galvanizing provides a prefabrication coating of 1.85 (G-185) ounces of zinc per square foot of surface area (both sides) measured in accordance with ASTM A 653.

Hot-dip galvanized or Exterior Coat fasteners

To order, add TZ to stock number,

as in C44-TZ

Hot-Dip Galvanized (HDG)

HDG coating provides an after-fabrication hot-dipped zinc coating. The coating thickness is dependent on the connector material, but generally ranges from 1.2 to 2.3 ounces of zinc per square foot of surface area (both sides). Hot-dip products meet requirements set forth in ASTM A 123.

Hot-dip galvanized or Exterior Coat fasteners

To order, add HDG to stock number, as in KCC44-HDG

Gold Coat (GC) Gold Coat is a proprietary multi-layer protection system. It is comprised of an organic top coat barrier layer and a zinc layer placed over a steel substrate.

Gold Coat or Hot-dip galvanized fasteners

To order, add GC to stock number,

as in AC7-GC

Stainless Steel (SS)

Best option for corrosion protection. Quality stainless steel (316SS grade steel) is used to fabricate connectors. Although costs are higher, some applications may need the virtual corrosion proof quality of stainless steel.

Stainless Steel fasteners

To order, add SS to stock number, as in PBES44-SS

Yellow Zinc Stock number as listed in the chart

Hot-Dip Galvanized (HDG) Stock number as listed in the chart

Exterior Coat (EXT) Stock number as listed in the chart

Gold Coat (GC) Stock number as listed in the chart

Stainless Steel (SS) Stock number as listed in the chart

Updated product information is designated in blue font.

CONNECTORS

FASTENERS

HDG coating provides an after-fabrication hot-dipped zinc coating. The coating thickness is dependent on the connector material, but generally ranges from 1.2 to 2.3 ounces of zinc per square foot of surface area (both sides). Hot-dip products meet requirements set forth in ASTM A 123.

Gold Coat is a proprietary multi-layer protection system. It is comprised of an organic top coat barrier layer and a zinc layer placed over a steel substrate.

Best option for corrosion protection.

Zinc yellow chromate finish

EXT finish is a double barrier coating over zinc.

Corrosion Resistant FinishesUSP offers several corrosion resistant finishes to cover a range of corrosion performance. For products available in corrosion resistant finishes, reference the “Corrosion Finish” column in the charts and Corrosion Key located by the chart footnotes or page 15-16 for a complete listing of corrosion resistant products.


EXTENDEDLIFE

GOLD COAT

EXTENDEDLIFE

GOLD COAT

EXTERIORUSE

G185-TZ

EXTERIORUSE

G185-TZ

EXTERIORUSE

G185-TZ

EXTERIORUSEHDG

EXTERIORUSE

G185-TZ

EXTERIORUSEHDG

EXTERIORUSE

G185-TZ

EXTERIORUSE

YELLOW ZINC

INTERIORUSEG90

INTERIORUSE

PRIMER

EXTREMELIFE

STAINLESS

EXTREMELIFE

STAINLESS

EXTERIORUSE

G185-TZ

EXTERIORUSEEXT

DISCLAIMER - The general information and guidelines provided in this USP Product Catalog shall not be used as a substitute for competent professional examination and verification. It is the responsibility of the building designer/engineer to determine the applicability and suitability of the information provided. Anyone making use of this information assumes all responsibility and liability arising from such use.

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Corrosion Resistant Product Offering


USPStock No.

TripleZinc

G-185(TZ)

Hot-DipGalv.(HDG)

ExteriorCoat(EXT)

GoldCoat(GC)

Stain-lessSteel(SS)

USPStock No.

TripleZinc

G-185(TZ)

Hot-DipGalv.(HDG)

GoldCoat(GC)

Stain-lessSteel(SS)

USPStock No.

TripleZinc

G-185(TZ)

Hot-DipGalv.(HDG)

GoldCoat(GC)

Stain-lessSteel(SS)

AB1212-HDG STB20 KECCQ76 AB126-HDG STB24 PB44-6TZ AB128-HDG STB28 PB66-6TZ AB5812-HDG STB34 PBC44-TZ BP12 STB36 PBC66-TZ BP583 STBL24 PBES44 HBPS12 STBL28 PBES66 HBPS58 TA51 PBS44 LBP12-TZ TA71 PBS66 LBP58-TZ TDL5 PBS66R LBPS12-TZ TDX2-TZ PCM44 LBPS58-TZ PCM4416 LL915 BC400-TZ PCM46 LL930 BCS22-4 PCM4616 N10C BCS23-6 PCM4816 N10-GC C44 PCM66 N16C C46 PCM6616 N8-GC C46R NA11 C66 CBSQ44-TZ NA16D C66R CBSQ46-TZ NA20D EPCM4416 CBSQ66-TZ NA9D EPCM4616 D44-TZ NA8DHDGPT EPCM6616 D46 N8CHDGPT EPCM66 D46R-TZ NA10DHDGPT KCC325-4 D66 N10CHDGPT KCC325-6 D66R NA16DHDGPT KCC44 EBG44-TZ SSN10C KCC46 EBP44T-TZ SSN16C KCC48 EPB4408 SSN8C KCC525-4 EPB4608 SSNA10D KCC525-6 EPB6608 SSNA8D KCC64 EPBH44 THR1218-HDG KCC66 EPBH46R THR1224-HDG KCC68 EPBH66 THR1236-HDG KCC88 EPBH66R THR125-HDG KCCQ325-4 KCB44 THR126-HDG KCCQ325-6 KCB46 THR128-HDG KCCQ44 KCB48 THR5812-HDG KCCQ46 KCB66 THR5816-HDG KCCQ48 KCB68 THR588-HDG KCCQ525-4 KCB88 WS15 KCCQ525-6 KCB1010 WS2 KCCQ525-8 KCB1212 WS25 KCCQ64 KCBQ44 WS3 KCCQ66 KCBQ46 WS35 KCCQ71-4 KCBQ66 WS45 KCCQ71-6 KCBQ88 WS6 KCCQ74 PA44E WS8 KCCQ76 PA44 WSBH25-EXT KECC325-4 PA46E WSBH4-EXT KECC325-6 PA46 WSBH6-EXT KECC44 PA66E WSBH8-EXT KECC46 PA66ER-TZ WSBH10-EXT KECC525-4 PA66R WSWH278 KECC525-6 PA66 WSWH358-EXT KECC64 PAU44 WSWH45 KECC66 PAU46 WSWH5 KECC68 PAU66 WSWH6 KECC88 PAU88 WSWH8-EXT KECCQ325-4 RPB-TZ

KECCQ325-6 WAS44 FA3 KECCQ44 WAS46 FA4 KECCQ46 WAS66 FWAN-TZ KECCQ48 WE44 LTS19-TZ KECCQ525-4 WE46 PA18 KECCQ525-6 WE66 PA23 KECCQ525-8 PA28 KECCQ64 A3 RP6 KECCQ66 AC5 ST1-TZ KECCQ71-4 AC7 ST2-TZ KECCQ71-6 AC9 STB16 KECCQ74 ANJ44S-HDG

Fasteners / Anchors Column / Post CapsHoldowns / Foundation Anchors

Framing Plates & Angles

Holdowns / Foundation Anchors

Column / Post Caps

Column / Post Bases

Corrosion Finish Stainless Steel Gold Coat Exterior Coat HDG Triple Zinc


Corrosion Finish Stainless Steel Gold Coat Exterior Coat

HDG Triple Zinc


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USPStock No.

TripleZinc

G-185(TZ)

Hot-DipGalv.(HDG)

GoldCoat(GC)

Stain-lessSteel(SS)

USPStock No.

TripleZinc

G-185(TZ)

Hot-DipGalv.(HDG)

GoldCoat(GC)

Stain-lessSteel(SS)

USPStock No.

TripleZinc

G-185(TZ)

Hot-DipGalv.(HDG)

GoldCoat(GC)

Stain-lessSteel(SS)

CDA-HDG PS418-HDG SKHH210L-2IF JA1 PS720-HDG SKHH210R-2 KHL33 RS150 SKHH210R-2IF KHL35 RS16-R SKHH410L KHL37 T6 SKHH410LIF KHL43 TH12-HDG SKHH410R KHL46 SKHH410RIF KHL55 HD210-2IF SKHH414LIF KHL57 HD210-3IF SKHH414RIF KHL76 HD28-2IF SKHH46L ML24-TZ HD410 SKHH46LIF ML26-TZ HD410IF SKHH46R MP3 HD412 SKHH46RIF MP34 HD412IF SUH210 MP4F HD44IF SUH210-2 MP5 HD46 SUH210-3 MP6F HD46IF THD28-2 MP7 HD48 THD410 MP9 HD48IF THD46 MPA1 HD610 THD48

HD610IF THDH412 RSPT6 HD612 THDH610 RSPT6-2 HD612IF SPT22 HD68 HHCP2 SPT24 HD68IF HHCP4-TZ SPT4 HDQ210-2IF LFTA6 SPT6 HDQ210-3IF RT10 SPT8 HDQ310IF RT15 SPTH4 HDQ410IF RT16-2 SPTH6 HDQ412IF RT16A SPTH8 HDQ610IF RT20

HDQ612IF RT3A LJC-TZ HUS210 RT4 LJQ15-TZ HUS210-2IF RT5 LJQ17-TZ HUS212-2 RT7 LJQ20-TZ HUS26 RT7A LJQ23-TZ HUS28 RT8A LJQ25-TZ HUS28-2IF LJQ35-TZ JL210IF-TZ HTA20

JL24IF-TZ HTW20 JL26IF-TZ ADTT-TZ LTW12 JL28IF-TZ CSH-TZ LTW18 JPF24 DC50-TZ MTW12 JPF26 DTB-TZ MTW16 JUS210 ERB24-TZ MTW20 JUS210-2 FB14-TZ MTW30 JUS210-3 FB23-TZ

JUS24 FB24-TZ HRS416-TZ JUS24-2 FB26-TZ HTP37-TZ JUS26 FRB24-TZ KHST2 JUS26-2 PRT15-TZ KHST3 JUS28 PRT2H-TZ KRPS22 JUS28-2 PRT2-TZ KRPS28 JUS28-3 PRTIC2-TZ KST227 JUS36 SCA10-TZ KST237 JUS410 SCA9-TZ KST248 JUS44 SDJT14-TZ KST260 JUS46 SDPT5-TZ L6 JUS48 SDPT7-TZ LH12 LSSH15-TZ LSTA36 LSSH210 ICPL516-TZ MSTA12 LSSH31 ICPL58 MSTA15 MSH422 TTA12-TZ MSTA18 SKH210L TTA2-TZ MSTA21 SKH210L-2 TTB22-TZ MSTA24 SKH210R TTC24-TZ MSTA30 SKH210R-2 TTC42-TZ MSTA36 SKH26L TTF22-TZ MSTA9 SKH26R TTR-TZ MSTAM24 SKH28L TTU2-TZ MSTAM36 SKH28R WT22 PS218-HDG SKHH210L-2

General Hardware

Straps

Twist Straps Deck & Fences

Stud Plate Ties

Hurricane / Seismic Anchors

Hangers

Embedded Truss Anchors

Lateral Joist Connectors

HangersFraming Plates & Angles Straps

Corrosion Resistant Product Offering



Corrosion Finish Stainless Steel Gold Coat Exterior Coat

HDG Triple Zinc

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1/12 5 1/17 32/12 10 2/17 73/12 14 3/17 104/12 18 4/17 135/12 23 5/17 166/12 27 6/17 197/12 30 7/17 228/12 34 8/17 259/12 37 9/17 2810/12 40 10/17 3011/12 42 11/17 3312/12 45 12/17 35

1) Use this conversion table only for hip/valley rafters that are skewed 45° right or left. All other skews or dual pitch roofs will cause the slope to change from that listed above.

Rise / Run(inches)

Slope(degrees)

Rise / Run(inches)

Slope(degrees)

Product Information

The table below indicates the calculated shear capacity of different dimensional lumber sizes for various wood species.

U.S. Standard Steel Gauge Equivalents in Nominal Dimensions

Maximum Shear Capacity of Joist or Rafter

Roof PitchIf common RafterRoof Pitch is . . .

SlopeConversion Table

Gauge Inches MillimetersUncoated

SteelGalvanized Steel (G90)

Triple Zinc (G-185)

3 1/4 6.0 0.238 -- -- -- -- 7 3/16 4.5 0.171 0.186 -- -- 10 9/64 3.4 0.129 0.138 0.14011 1/8 3.0 0.114 0.123 0.12512 7/64 2.7 0.099 0.108 0.11014 5/64 2.0 0.070 0.078 0.08016 1/16 1.5 0.055 0.063 0.06518 3/64 1.2 0.044 0.052 0.05420 1/32 1.0 0.033 0.040 0.04222 1/32 0.8 0.029 0.033 0.036

*Actual steel dimensions will vary from nominal dimensions according to industry tolerances.

Approximate Dimensions

Decimals (inches)

100% 115% 125% 100% 115% 125% 100% 115% 125% 100% 115% 125% DF 630 725 788 990 1139 1238 1305 1501 1631 1665 1915 2081 SP 613 704 766 963 1107 1203 1269 1459 1586 1619 1862 2023 S-P-F 473 544 590 743 854 928 979 1126 1223 1249 1436 1561 Hem Fir 525 604 656 825 949 1031 1088 1251 1359 1388 1596 1734

1) Applies to nominally dimensioned joists as listed, where moisture content < 19% and temperature <100° F. 2) Loads apply to: DF: Douglas Fir-Larch (G=0.50), Fv=180 psi; SP: Southern Pine (G=0.55), Fv=175psi; S-P-F: Spruce-Pine-Fir (G=0.42), Fv=135psi; Hem Fir (G=0.43), Fv=150psi. 3) 115% and 125% loads are increased for short-term loading in accordance to the code.

Allowable Shear on Bending Member1,2,3

Joist or Rafter

Wood Species

2 x 4 2 x 6 2 x 8 2 x 10

1/12 5 1/17 32/12 10 2/17 73/12 14 3/17 104/12 18 4/17 135/12 23 5/17 166/12 27 6/17 197/12 30 7/17 228/12 34 8/17 259/12 37 9/17 2810/12 40 10/17 3011/12 42 11/17 3312/12 45 12/17 35

1) Use this conversion table only for hip/valley rafters that are skewed 45° right or left. All other skews or dual pitch roofs will cause the slope to change from that listed above.

Rise / Run(inches)

Slope(degrees)

Rise / Run(inches)

Slope(degrees)

0/12 Flat1/12 52/12 103/12 144/12 185/12 236/12 277/12 308/12 349/12 3710/12 4011/12 4212/12 45

Rise / Run(inches)

Slope(degrees)

USP is committed to meeting every need you have and we understand that stock connectors will not meet all application or design requirements. Our Technical Assistance Representatives will work with you to develop and fabricate the Special or Custom connector you need.

What is the difference between a “Special” and a “Custom” connector?

A “Special” is a stock USP connector that is modified within the limits listed in the Specialty Options chart for that connector. A summary of Specialty Options can be found on page 245 of this catalog.

A “Custom” is a connector that does not closely resemble a stock or special part offered in our catalog. Also, a “Custom” connector may be a stock connector that is modified outside of the limits listed in the Specialty Options charts or is not listed in the catalog as having a specialty option available. Product drawings must be provided by the customer and will be manufactured by USP in accordance to customer specifications.

See page 245–249 for additional information.

Special & Custom Connectors

37°

1-5/8˝

7˝

37°

1 5/8˝

7˝

Special Order EXAMPLE: Skewed HD < 45°

22˝

1 5/8˝

41º

(9)

23º

3/16˝

1 5/8˝

4 1/16˝

22˝

1 5/8˝

41º

(9)

23º

3/16˝

1 5/8˝

4 1/16˝

Custom Order EXAMPLE: 4-Pocket Girder Truss Hanger

Then Hip/Valley Rafter Roof Pitch becomes . . .

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Product Notes

1) This catalog reflects the most current information available at the time of printing. However, we are continually improving our products through better engineering design and development and recommend visiting our website for the latest on-line version of the catalog. MiTek reserves the right to change specifications, designs, and models at any time without notice and liability for such changes. This catalog may not be reproduced in whole or in part without the prior written approval of MiTek .

2) This catalog reflects changes to product design and allowable loads to some USP products. The information presented in this publication supersedes all previously published Product Catalogs and is valid until June 30, 2018.

3) This Product Catalog was designed as a general reference for the USP Product Line. Various specialized publications have also been developed for design professionals, truss manufacturers, contractors, and building material distributors. Consequently, product information may vary from one publication to another due to product development testing and revisions to code evaluation report upgrades. We recommend visiting our website for the latest on-line version of these specialized publications.

4) The type and quantity of fasteners used to install USP products is critical to connector performance. To achieve the allowable loads presented in this catalog, all specified fasteners must be used and proper installation procedures observed (refer to footnotes under Allowable Loads tables in the product’s ICC-ES ESR code evaluation report for possible substitution of TECO brand pneumatic nails). Verify that the dimensions of the supporting members are sufficient to receive the specified fasteners. All product modifications will void the warranty unless prior written consent from MiTek has been obtained.

5) Some connector models are listed more than once to indicate installation and/or fastener options.

6) New products or updated product information are designated in blue.

7) Throughout this catalog, dimensions are expressed in inches and loads in pounds unless specifically noted otherwise.

8) Some USP products show both nail fastening and bolt schedules. In those cases, specific loads for each has been identified. Nail and bolt values cannot be combined unless noted otherwise.

9) Load values for 8d, 10d, 16d, and 20d designations in the fastener schedules throughout this catalog refer to common wire nails unless noted otherwise. Nails shall conform to a recognized national standard, such as ASTM F1667, as prescribed by the model building codes.

10) Diamond holes are for optional nailing for maximum listed capacity or for temporary hanger fastening during installation.

11) Fastener installation may cause wood to split and reduce a fastener’s ability to transfer loads into the supporting member. If wood splitting occurs, consider pre-drilling holes not exceeding 75% of the nail diameter (per the National Design Specification for Wood Construction (NDS) Section 12.1.5.3).

12) Bolts specified in this catalog are through-bolts and must conform to requirements for ASTM A 307 Grade A, or ASME SAE Grade 2, or better unless noted otherwise.

13) Anchor Bolts must conform to ASTM F 1554.

14) USP connectors listed in this catalog are manufactured for specific sizes of standard dimensional lumber, plated trusses, or structural composite lumber. For applications involving unusual supporting conditions environments, contact MiTek. Wood shrinkage or expansion, caused by lack of moisture or excessive moisture, may adversely affect connector installation. Evaluate potential shrinkage or expansion to ensure proper connector installation and performance.

15) The load values listed in this catalog are based on installation to wood with a moisture content of less than 19%, and used in dry service conditions. Load reductions, in accordance with the applicable local Building Code, shall be taken where wood moisture content is greater than 19% at the time of installation or where used in wet service conditions.

16) Unless otherwise noted, USP products may not be bent or cut for any reason unless prior written consent from MiTek has been obtained. Field alterations may significantly reduce the published allowable load values in this catalog.

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Design Notes

1) Some products have allowable loads that can be applied in several directions (F1, F2, and uplift is a common example) . When these products have F1, F2 and/or uplift loads applied simultaneously, it is necessary to make the following check:

Alternatively, for simultaneous loads in more than one direction for embedded truss anchors (pages 185-192), LUGT girder tiedowns (pages 194-198), hurricane angles and connectors (pages 196-197), and hurricane ties (pages 200-202); the applied load in each direction shall not exceed 75% of the listed allowable load .

2) Unless otherwise noted, the allowable loads shown in this catalog are based on Allowable Stress Design methodology . Contact MiTek Engineering for assistance in determining appropriate LRFD values .

3) Connector capacities may exceed the allowable capacity of the wood members involved in the connection . A qualified designer should verify that all wood members (supporting and supported) have been properly designed for the connector .

4) Verify that the size of the supporting member can accommodate the connector’s specified fasteners .

5) Some illustrations in this catalog may not reflect additional mechanical reinforcements which may be required to reduce cross grain tension or wood member bending under loading . The design professional is responsible for determining if additional mechanical reinforcement is required during construction .

6) MiTek recommends the hanger height be 60% of the joist height for stability during construction .

2012 NDS® StandardsUnless otherwise noted, the allowable load values presented in this catalog reflect the calculation criteria set forth in the 2012 National Design Specification for Wood Construction (NDS®) published by the American Forest and Paper Association; with the methodology prescribed in ICC-ES AC13 or other relevant acceptance criteria applied .

MaterialMiTek selects steel for its various products in accordance with application needs and steel properties, including tensile strength, ductility, corrosion resistance, gauge, and weldability . See specific code evaluation reports or consult MiTek for additional steel information on specific products . USP products are manufactured from steel which meets ASTM A 653, ASTM A 1011, or ASTM A 36, ASTM A1018 or ASTM A666 standards .

Testing and Product Design LoadsOn all structurally-rated products, USP performs calculations and full-scale testing in accordance with ICC-ES AC13, ASTM D 1761, and other applicable ICC-ES acceptance criteria and standards recognized by model code agencies . All testing is conducted or verified by an approved LAS accredited third-party testing laboratory which generates an independent test report . In accordance to these standards the design loads for joist hangers and similar devices listed are the lowest results obtained from one of the following methods:

1) The lowest ultimate tested load divided by three .2) Average load producing 1/8" deflection .3) Calculations based 2012 NDS® and applicable Standards .

The allowable loads for some products have been increased in accordance with the NDS® by applying a Load Duration Factor, CD for fasteners in wood . Stress increases have not been applied to steel components of the products .

Floor / Design Load . . . . . . .100% (no increase) .

Roof Snow . . . . . . . . . . . . . . . . . . . . .115% of design load for 2-month duration of load

Roof Non-Snow . . . . . . . . . . . . .125% of design load for 7-day duration of load .

Uplift . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 160% of design load for wind/seismic loading

Spruce-Pine-Fir or Hem Fir Equivalent CapacityUnless otherwise noted, the published design loads in this catalog apply to Douglas Fir-Larch or Southern Pine lumber . When Spruce-Pine-Fir or Hem Fir lumber is used with face mount hangers or straps, the allowable load capacity may be adjusted according to the chart below .

Douglas Fir-Larch (DF) 0.50 1.00 Southern Pine (SP) 0.55 1.00

Spruce-Pine-Fir (S-P-F) 0.42 0.86

1) Allowable loads must be adjusted according to the applicable wood species. 2) When using structural composite lumber, verify wood species and use above listed adjustment factors.

Douglas Fir (S) Hem Fir (N)

0.46 0.88

Allowable Load Adjustment Factor

WoodSpecies

Specific Gravity

AdjustmentFactor

F1 applied +

F2 applied +

Uplift applied < 1 .0

F1 allowable F2 allowable Uplift allowable

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Copyright © 2018 M


Installation Notes

1) Use proper safety equipment during connector installations. Always wear gloves when handling connectors.

2) All welding should be done in accordance with the American Welding Society (AWS) Standard by a certified welder. Caution: Welding galvanized steel may produce harmful fumes and should only be performed in well-ventilated environments .

3) The proper type and quantity of fasteners must be used to install USP products. To achieve the published allowable loads, install with the fasteners specified for that particular product. Some products allow for alternate nail installations. Refer to the “Optional Nails for Face Mount Hangers” chart on page 22 of this catalog for load adjustments when using alternate nailing. All specified fasteners must be properly installed prior to applying load to the connection.

4) Drill bolt holes a minimum of 1⁄32" and a maximum of 1⁄16" larger than the diameter of the bolt to be installed (per the 2012 NDS®, Section 11.1.3).

5) Washers should always be used under the head or nut of a bolt when not in contact with the connector unless noted otherwise.

6) It may be permissible to install some connectors with TECO pneumatic nails provided the nail length and diameter are the same and are installed through all pre-punched nail holes. MiTek recommends the use of nail guns featuring hole-locating mechanisms. Please note that many nail guns use fasteners that are shorter than the common nail size and load reductions will result. Contact MiTek Engineering. Caution: Always follow nail gun manufacturer’s safety guidelines .

7) Joists installed in hangers should bear fully on the connector seat and shall be cut to fit against the header with a gap no greater than 1⁄8" between the joist end and header face.

8) Multiple-ply members must be properly fastened together to distribute loads as a single member.

9) Top mount hangers shall be installed with the back of the hanger tight to the face of the header.

10) Top mount hangers installed in floor systems may produce unevenness. This will vary based on thickness of the top flange and nail heads. If a problem is anticipated, the effects can be mitigated by dapping or notching the beam or cutting the subfloor at hanger locations . Face mount hangers will eliminate this problem .

Example of Product Installation Illustrations

Fasteners

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Proper fasteners are a critical component in a sound wood frame structure. To ensure successful installations of its connectors, USP offers a full range of structurally-rated nails. All galvanized nails supplied by USP are Hot-dipped for greater corrosion resistance. Any USP connector requiring a NA16D-RS or NA20D nail is shipped with the nails attached to the connector in convenient poly bags.

Finish: See chart Materials: ASTM A 123; ASTM A 153 (HDG)

Installation:• Allowable shear values assume nail embedment into the wood of the entire nail or 10 nail diameters (whichever is less).

Otherwise, the nail must be embedded at least 6 nail diameters, with the load reduced using the equation below:

Reduced Load = Published Load x Actual Penetration

Nail Diameter x 10

• Load reductions may occur if nails are used other than those specified. See the chart Optional Nails for Face Mount Hangers on page 22 for load reduction factors regarding nail substitutions.

• For pneumatic nail use, see Installation Notes on page 20 and reference USP’s technical bulletins.

N / NA Nails

Fasteners

Finish3,7 Size Ref. No. Length 3 7 10 12 14 16 18 20 22

8d x 1-1/2 NA11 N8 0.131 1-1/2 152 -- -- -- -- -- 96 95 94 94 32 10d x 1-1/2 NA9D N10 0.148 1-1/2 100 -- -- 139 127 119 116 114 114 113 36 10d Common N10C 10DHDG 0.148 3 70 -- 158 139 127 119 116 114 114 113 36 16d x 2-1/2 NA16D N16, N16EG 0.162 2-1/2 66 194 181 161 149 141 138 137 136 -- 40 16d Common N16C 16DHDG 0.162 3-1/2 48 194 181 161 149 141 138 137 136 -- 40 20d x 2-1/2 NA20D -- 0.192 2-1/2 41 234 207 187 175 168 -- -- -- -- 47 8d x 1-1/2 N8-GC -- 0.131 1-1/2 152 -- -- -- -- -- 96 95 94 94 32 10d x 1-1/2 N10-GC -- 0.148 1-1/2 100 -- -- 139 127 119 116 114 114 113 36 10d Common N10C-GC -- 0.148 3 70 -- 158 139 127 119 116 114 114 113 36 16d Common N16C-GC -- 0.162 3-1/2 48 194 181 161 149 141 138 137 136 -- 40 8d x 1-1/2 SSNA8D SSN8 0.131 1-1/2 147 -- -- -- -- -- 96 95 94 94 32 10d x 1-1/2 SSNA10D SSN10 0.148 1-1/2 126 -- -- 139 127 119 116 114 114 113 36 8d Common SSN8C SS8D 0.131 2-1/2 94 -- -- -- -- 99 96 95 94 94 32 10d Common SSN10C SS10D 0.148 3 67 -- 158 139 127 119 116 114 114 113 36 16d Common SSN16C SS16D 0.162 3-1/2 44 194 181 161 149 141 138 137 136 136 40 8d Common 8d Common -- 0.131 2-1/2 126 -- -- -- -- 99 96 95 94 94 32 10d Common 10d Common -- 0.148 3 70 -- 158 139 127 119 116 114 114 113 36 16d Sinker 16d Sinker -- 0.148 3-1/4 60 162 158 139 127 119 116 114 114 -- 36 16d Ring Shank NA16D-RS -- 0.148 3-1/2 57 183 168 150 -- -- -- -- -- -- 36 16d Common 16d Common -- 0.162 3-1/2 48 194 181 161 149 141 138 137 136 -- 40 20d Common 20d Common -- 0.192 4 29 234 207 187 175 168 -- -- -- -- 47

1) Loads are calculated to specifications of Part 11 of the National Design Specifications for Wood Construction (NDS®), 2012 Edition. 2) Loads apply to Douglas Fir (G=0.50) and Southern Pine (G=0.55). For Spruce-Pine-Fir (G=0.42) multiply above values by 0.86, for other wood types refer to NDS® or consult USP. 3) HDG = Hot-Dip Galvanized; SS = Stainless Steel; GC = Gold Coat; Bright = No Finish. 4) For 3 gauge steel with Fu=58,000 psi and 7 gauge thru 22 gauge steel with Fu=45,000 psi. Shear values assumes full penetration of at least 10 nail diameters. 5) Fastener values may be increased for duration of load. 6) Withdrawal loads are in pounds (lbs) per linear inch of embedment into main member. 7) Bright finish common and sinker nails are listed in table for reference only. USP does not stock these type nails.

Corr

osio

nFi

nish

HDG

SS

GC

Bright

USPStock No.7

NailDiameter

WithdrawalLoad6

Dimensions (in) DF/SP Allowable Shear per Nail (Lbs.)1,2,4,5

Steel GaugeNailsPer Lb.

Nail Specification Table

1) Loads are calculated to specifications of Part 11 of the National Design Specifications for Wood Construction (NDS®), 2012 Edition.

2) Loads apply to Douglas Fir (G=0.50) and Southern Pine (G=0.55). For Spruce-Pine-Fir (G=0.42) multiply above values by 0.86, for other wood types refer to NDS® or consult USP.

3) HDG = Hot-Dip Galvanized; SS = Stainless Steel; GC = Gold Coat; Bright = No Finish.

4) For 3 gauge steel with Fu=58,000 psi and 7 gauge thru 22 gauge steel with Fu=45,000 psi. Shear values assumes full penetration of at least 10 nail diameters.

5) Fastener values may be increased for duration of load.6) Withdrawal loads are in pounds (lbs) per linear inch of embedment into main member.7) Bright finish common and sinker nails are listed in table for reference only.

USP does not stock these type nails.

NA11 N8-GC NA9D N10-GC .131 x 1-1/2" .131 x 1-1/2" .148 x 1-1/2" .148 x 1-1/2"

N10C N10C-GC NA16D-RS NA16D N16C N16C-GC NA20D

.148 x 3” .148 x 3" .148 x 3-1/2" .162 x 2-1/2" .162 x 3-1/2" .162 x 3-1/2" .192 x 2-1/2"

Corrosion Finish Stainless Steel Gold Coat HDG Triple Zinc




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2018 MiTek Industries, Inc. All Rights Reserved

N / NA Nails

Fasteners

DF SP S-P-F

8d x 1-1/2 (0.131" x 1-1/2") 1.00 1.00 0.87 No. 8 (0.164") x 1-1/2 Wood Screw 0.96 1.00 0.83 8d Box (0.113" x 2-1/2") 0.77 0.83 0.67 8d x 1-1/2 (0.131" x 1-1/2") 1.00 1.00 0.87 No. 8 (0.164") x 1-1/2 Wood Screw 0.96 1.00 0.83 8d x 1-1/2 (0.131" x 1-1/2") 0.83 0.90 0.72 No. 8 (0.164") x 1-1/2 Wood Screw 0.80 0.87 0.69 8d Box (0.113" x 2-1/2") 0.64 0.69 0.55 10d Sinker (0.120" x 2-7/8") 0.71 0.76 0.61 8d common (0.131" x 2-1/2") 0.83 0.90 0.72 10d Box (0.128" x 3") 0.80 0.87 0.69 8d x 1-1/2 (0.131" x 1-1/2") 0.83 0.90 0.72 10d x 1-1/2 (0.148" x 1-1/2") 1.00 1.00 0.87 16d Sinker (0.148" x 3-1/4") 1.00 1.00 0.87 No. 8 (0.164") x 1-1/2 Wood Screw 0.80 0.87 0.69 10d x 1-1/2 (0.148" x 1-1/2") 1.00 1.00 0.87 16d Sinker (0.148" x 3-1/4") 1.00 1.00 0.87 No. 8 (0.164") x 1-1/2 Wood Screw 0.80 0.87 0.69 8d common (0.131" x 2-1/2") 0.70 0.76 0.61 10d Box (0.128" x 3") 0.67 0.73 0.58 10d common (0.148" x 3") 0.84 0.91 0.73 12d common (0.148" x 3-1/4") 0.84 0.91 0.73 10d x 1-1/2 (0.148" x 1-1/2") 0.84 0.91 0.73 10d Sinker (0.148" x 2-7/8") 0.60 0.65 0.52 16d Box (0.135" x 3-1/2") 0.74 0.80 0.65 16d Sinker (0.148" x 3-1/4") 0.84 0.91 0.73 16d x 2-1/2 (0.162" x 2-1/2") 1.00 1.00 0.86 No. 8 (0.164") x 1-1/2 Wood Screw 0.67 0.73 0.58

1) No. 8 x 1-1/2 Wood Screw shall conform to ANSI/ASME Standard B18.6.1-1981. 2) This chart does not apply to HUS, JDS, JH, JPF, JUS, MSH, MUS or THDH slant nail hangers.

Allowable Load Adjustment FactorCatalog

NailReplacement

Fastener1

16d common (0.162" x 3-1/2'')

10d common (0.148" x 3")

12d common (0.148" x 3-1/4")

8d common (0.131" x 2-1/2")

8d x 1-1/2 (0.131" x 1-1/2")

10d x 1-1/2 (0.148" x 1-1/2") Optional Nails Example:

JL210 – listed load is 1650 lbs. @ 100% for 10d common nails.

If substituting: 8d common nails with DF-L or LVL: 1650 lbs. x .83 = 1369 lbs.

8d common nails with SP: 1650 lbs. x .90 = 1485 lbs.

8d common nails with S-P-F: 1650 lbs. x .72 = 1188 lbs.

No further reductions are required .

!

How to Use: The base value is the catalog listed nail in Douglas Fir-Larch and the adjustment factor is the multiplier for the applicable replacement nail and wood combination.

• Adjustment factors may vary with some custom hangers or steel thicker than 10 gauge. Contact USP for exceptions.

• Roofing nails shall not be substituted for any nail size or type.

Optional Nails for Face Mount Hangers (excludes slant nail hangers)

6d 11-1/2 .113 1.13 0.68 8d 10-1/4 .131 1.31 0.79 10d 9 .148 1.48 0.89 12d 9 .148 1.48 0.89 16d Sinker 9 .148 1.48 0.89 16d 8 .162 1.62 0.97 20d 6 .192 1.92 1.15

1) Less than the specified nail penetration shall be multiplied by the applicable adjustment factor. 2) For penetration less than this distance, the nail has no value. 3) Penetrations are derived according to the 2012 NDS®.

MinimumPenetration for

Reduced Shear Load2

(inches)

MinimumPenetration for Full Shear Load

(inches)Nail

PennyWire

Gauge

ShankDiameter(inches)

Reduced Fastener Penetration Example (See chart on left):

HD210 – listed load is 1690 lbs. @ 100% for 16d common nails.

Reduced HD210 capacity if using a 2x DF-L or SP header:

1690 lbs. x 1.5 = 1565 lbs. @ 100% 1.62

!

Minimum Fastener Penetration Table


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Common Nailing Errors

Wrong AngleWhen a nail is driven into the bottom flange of the wood I-Joist parallel to the glue lines, separation of veneers can occur which substantially reduces the design loads of the connection.

Nail Too LongWhen using nails longer than USP’s recommended nails, bottom flange splitting may occur. Also, this can raise the wood I-Joist off the seat, resulting in uneven surfaces and squeaky floors along with reduced design load.

N / NA Nails

Fastening Identification / Features

Round Holes:Always fill all (normal-size) round nail holes, unless otherwise noted.

Diamond Holes:Optional nailing for maximum listed capacity or for temporary hanger fastening during installation.

When there are MIN and MAX values:MIN: fill all round nail holesMAX: fill all round and diamond holes

Large Round Holes:For concrete/masonry installation; no need to be filled when connected to wood.

Left skew

Drive nails at angle

Right skew

Obround Holes:For ease of nailing at a tight location; always fill.

Dimple Holes:Guide double shear nails into the joist and header at a 30° to 45° angle

Use specified standard length common nails.

16d common and 10d common nails are 3-1/2"

and 3" long respectively.

Fasteners

Slant Nailingvia dimplenail holes

Seat Cleat® helps lock I-Joist into place for positive seating and nailing easeDo not nail through the Seat Cleat®

Diamond holes(no need to fill in seat)

Typical I-Joist Nailing

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MiTek® TECO™ 33º Collated Nails

MiTek® TECO™ 33° collated pneumatically driven nails feature a color coded head-ID stamp system that makes it easy to verify the proper nail has been used. The 33° collated nails can serve as an alternate to hand-driven installation of the following nails and may be used with many USP products.

Materials: ASTM A580 (Bright) and ASTM A153 (HDG)Finish: Bright, Hot-Dip galvanizedCodes: See page 10 for Code Reference Key Chart

Installation:• Can be used in a wide variety of pneumatic nail guns with nail locating ability. • Follow manufacturer’s instructions for proper use of gun and proper safety equipment. • Install all specified fasteners per catalog.• Do not overdrive nails.

Finish1 Size Ref. No. Head ID Length

8d x 1-1/2 NA8DHDGPT N8HDGPT 0.131 1-1/2

8d Common N8CHDGPT -- 0.131 2-1/2

10d x 1-1/2 NA10DHDGPT -- 0.148 1-1/2

10d Common N10CHDGPT N10DHDGPT 0.148 2-1/2

16d x 2-1/2 NA16DHDGPT N16HDGPT 0.162 2-1/2

8d x 1-1/2 NA8DRPT -- 0.131 1-1/2

8d Common N8CRPT -- 0.131 2-1/2

10d x 1-1/2 NA10DRPT -- 0.148 1-1/2

10d Common N10CRPT -- 0.148 2-1/2

16d x 2-1/2 NA16DRPT -- 0.162 2-1/2

1) HDG = Hot-Dip Galvanized; Bright = No Finish. New products or updated product information are designated in blue font.

Dimensions (in)

USPStock No.

NailDiameter

Bright

CodeRef.

20,F20

HDG

3H

3H

4H

A3

E3

A4

E4

E6

4H

6H

33° HDG Collated Nails

Fasteners

Available in packs of 250, 800 & Bulk Packs

33° Bright Collated Nails

Typical USP hanger installation using TECO 33° Collated Nails

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Diameter

Thread length

L

B Bolts

For customer convenience, we offer a wide range of bolts specified for the USP product line. Each bolt is shipped with two washers and one hex nut.

Materials: Bolts and nuts are standard hex head conforming to ASTM A 307 Grade A or SAE Grade 2 or better. Washers conform to American National Standard Type A plain steel, ANSI B.22.1.Finish: Zinc plated

Installation:• For installation into connectors in general, install with

both washers unless otherwise directing in this catalog.

Inches Millimeters3/8 9.501/2 12.705/8 15.903/4 19.107/8 22.201 25.40

1-1/8 28.581-1/4 31.75

Bolt DiameterConversion

Description

Dia. x L (in) B384 3/8 x 4 1 B125 1/2 x 5 1-1/4 B126 1/2 x 6 1-1/4 B127 1/2 x 7 1-1/2 B128 1/2 x 8 1-1/2 B583 5/8 x 3 1-1/2 B584 5/8 x 4 1-1/2 B585 5/8 x 5 1-1/2 B586 5/8 x 6 1-1/2 B587 5/8 x 7 1-3/4 B588 5/8 x 8 1-3/4 B589 5/8 x 9 1-3/4 B5810 5/8 x 10 1-3/4 B343 3/4 x 3 1-3/4 B344 3/4 x 4 1-3/4 B345 3/4 x 5 1-3/4 B346 3/4 x 6 1-3/4 B347 3/4 x 7 2 B348 3/4 x 8 2 B349 3/4 x 9 2 B3410 3/4 x 10 2 B3411 3/4 x 11 2 B785 7/8 x 5 2 B786 7/8 x 6 2 B787 7/8 x 7 2-1/4 B788 7/8 x 8 2-1/4 B7810 7/8 x 10 2-1/4 B103 1 x 3 2-1/4 B104 1 x 4 2-1/4 B105 1 x 5 2-1/4 B106 1 x 6 2-1/4 B107 1 x 7 2-1/2 B108 1 x 8 2-1/2

ThreadLength (in)

USPStock No.

Fasteners

Metric Conversion

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WS Hex Head Structural Wood Screws

The WS Wood Screw is a self-drilling screw used for numerous framing applications. This screw features a reverse locking serration on the bottom of the screw head to help prevent over tightening against a steel plate. The USP head stamp identifies screws for easy inspection.

Screw shear capacities are based on a diameter of 0.242" when the shear plane is on the screw shank (SH) and 0.185" when the shear plane is on the knurl or threads (T). WS Wood Screws have a bending yield strength of 180,000 psi. For conditions not charted here, screw loads may be calculated as shown in the NDS® and increased for duration of load.

Materials: 1/4" diameter Grade 5 steelFinish: See chartOptions: See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Key Chart

Installation:• Screws are self-drilling.• Install using a low speed clutch drill with 3/8" hex head driver.

The washer head should be flat to the surface and the serrations will oppose turning and release the clutch. Do not over-tighten the screws.

• Installing the screw at an angle may introduce additional bending and tension forces into the fastener if the screw head is not flat on the bearing surface. Care should be given to ensure the fastener is installed perpendicular to the plane of the side plate.

• For attaching multi-ply wood trusses or LVL or PSL members, or floor trusses, refer to Technical Bulletins at USPConnectors.com/resources/technical-bulletins.

Size (in) Ref. No. L SH T Finish1 100% 100% 1/4 x 1-1/2 WS15 SDS25112 1-1/2 1/4 1-1/4 Zinc -- 230 261 259 266 164 206 1/4 x 2 WS2 SDS25200 2 1/4 1-3/4 Zinc -- 306 307 289 316 160 281 1/4 x 2-1/2 WS25 SDS25212 2-1/2 1/4 2 Zinc -- 362 352 338 369 199 398 1/4 x 3 WS3 SDS25300 3 3/4 2 Zinc 268 418 396 387 457 199 398 1/4 x 3-1/2 WS35 SDS25312 3-1/2 3/4 2-1/2 Zinc 400 451 460 454 481 311 520 1/4 x 4-1/2 WS45 SDS25412 4-1/2 1-1/4 3 Zinc 415 516 588 589 531 214 642 1/4 x 5 WS5 SDS2500 5 1-3/4 3 Zinc 415 516 588 589 531 214 642

1/4 x 6 WS6 SDS25600 6 1-3/4 4 Zinc 415 516 588 589 531 214 642

1/4 x 8 WS8 SDS25800 8 4-3/4 3 Zinc 415 516 588 589 531 214 642

Size (in) Ref. No. L SH T Finish1 100% 100% 1/4 x 1-1/2 WS15 SDS25112 1-1/2 1/4 1-1/4 Zinc -- 188 211 190 217 103 129 1/4 x 2 WS2 SDS25200 2 1/4 1-3/4 Zinc -- 215 244 249 248 117 204 1/4 x 2-1/2 WS25 SDS25212 2-1/2 1/4 2 Zinc -- 256 292 286 294 141 281 1/4 x 3 WS3 SDS25300 3 3/4 2 Zinc 227 297 340 322 365 141 281 1/4 x 3-1/2 WS35 SDS25312 3-1/2 3/4 2-1/2 Zinc 311 338 380 356 370 154 385 1/4 x 4-1/2 WS45 SDS25412 4-1/2 1-1/4 3 Zinc 364 421 460 425 379 163 489 1/4 x 5 WS5 SDS2500 5 1-3/4 3 Zinc 364 421 460 425 379 163 489

1/4 x 6 WS6 SDS25600 6 1-3/4 4 Zinc 364 421 460 425 379 163 489

1/4 x 8 WS8 SDS25800 8 4-3/4 3 Zinc 364 421 460 425 379 163 489

1) Zinc = Yellow Zinc Dichromate. 2) Allowable shear loads assume a side plate tensile strength of 45 ksi for 14 gauge and 10 gauge, 52 ksi for 7 gauge and 58 ksi for 3 gauge. 3) Shear loads for wood-to-wood connections assume a side member thickness of 1-1/2". 4) Loads are for 100% duration of load factors, and may be increased for other duration factors in accordance with the NDS. 5) Loads are for shear applications when used as described in this catalog. Please contact USP for applications and installations involving tension forces. 6) Withdrawal loads for steel-to-wood connections assume a side plate thickness of 1/4" or less. New products or updated product information are designated in blue font.

12, F29,R15

12, F29,R15

CodeRef.

USPStock No. 14 10 7 3

Dimensions (in) S-P-F Allowable Loads (Lbs.)2,4,5

Shear (100%) Withdrawal

Capacity(Lbs/in.

of thread

Steel toWood

Withdrawal

Capacity (Lbs.)6Wood

to

Wood3

Steel to Wood6

Gauge

CodeRef.Co

rros

ion

Fini

shCo

rros

ion

Fini

sh

USPStock No.

Shear (100%)

Wood to

Wood3 14

Steel to Wood6

3

Gauge

Dimensions (in)

Steel toWood

Withdrawal

Capacity (Lbs.)6

DF/SP Allowable Loads (Lbs.)2,4,5

10 7

WithdrawalCapacity (Lbs/in.

of thread)

1) Zinc = Yellow Zinc Dichromate.

2) Allowable shear loads assume a side plate tensile strength of 45 ksi for 14 gauge and 10 gauge, 52 ksi for 7 gauge and 58 ksi for 3 gauge.

3) Shear loads for wood-to-wood connections assume a side member thickness of 1-1/2".

4) Loads are for 100% duration of load factors, and may be increased for other duration factors in accordance with the NDS.

5) Loads are for shear applications when used as described in this catalog. Please contact USP for applications and installations involving tension forces.

6) Withdrawal loads for steel-to-wood connections assume a side plate thickness of 1/4" or less.

New products or updated product information are designated in blue font.

Corrosion Finish Stainless Steel Gold Coat Exterior Coat Triple Zinc



Fasteners


WS(Yellow Zinc finish)

WS5-EXT (Exterior Coat Finish)

WS15-GC(Gold Coat Finish)

T

L

SH

Serrations

1/4" beveled reamer on 2-1/2" or longer

wood screws

Cut threads

Self drilling point

USP brand

3/8"

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WS Hex Head Structural Wood Screws

Fasteners

Finish Use Size (in) USP Stock No. Box/Ctn Qty USP Stock No. Box/Ctn Qty USP Stock No. Box/Ctn Qty USP Stock No. Box Qty 1/4 x 1-1/2 WS15-EXTR25 10-pack/25-ea -- -- WS15-EXTMB 2-box/200-ea WS15-EXTBP 1500-ea

1/4 x 2 WS2-EXTR25 10-pack/25-ea -- -- WS2-EXTMB 2-box/200-ea WS2-EXTBP 1300-ea

1/4 x 2-1/2 WS25-EXTR25 10-pack/25-ea -- -- WS25-EXTMB 2-box/200-ea WS25-EXTBP 1100-ea

1/4 x 3 WS3-EXTR25 10-pack/25-ea WS3-EXTR50 5-box/50-ea WS3-EXTMB 200-ea WS3-EXTBP 950-ea

1/4 x 3-1/2 WS35-EXTR12 10-pack/12-ea WS35-EXTR50 5-box/50-ea WS35-EXTMB 200-ea WS35-EXTBP 900-ea

1/4 x 4-1/2 WS45-EXTR12 10-pack/12-ea WS45-EXTR50 5-box/50-ea WS45-EXTMB 200-ea WS45-EXTBP 800-ea



1/4 x 8 WS8-EXTR12 10-pack/12-ea WS8-EXTR50 5-box/50-ea WS8-EXTMB 200-ea -- --

Bulk Offering

ExteriorCoat(EXT)

Exteriorfor Deck

Ledgers & other wood-

to-wood connections

Retail Box Offering 50-count Pack Mini Bulk Offering

Exterior Coat(WS2-EXT & WS45-EXT Shown)

EXTENDEDLIFE

GOLD COAT

EXTERIORUSE

EXT

YELLOWZINC

Packaging OfferingMiTek Pro Series

Packaging

Finish Use Size (in) USP Stock No. Box/Ctn Qty USP Stock No. Box/Ctn Qty USP Stock No. Box Qty

1/4 x 1-1/2 WS15-R25 12-pack/25-ea WS15-MB 3-box/300-ea WS15-BP 1500-ea

1/4 x 2 WS2-R25 12-pack/25-ea WS2-MB 3-box/250-ea WS2-BP 1300-ea







1/4 x 8 WS8-R10 12-pack/10-ea -- -- WS8-BP 400-ea

WS15-GC 12-pack/1-lb box -- -- -- --

WS15-GCR25 12-pack/25-ea -- -- -- --

Bulk OfferingRetail Box Offering Mini Bulk Offering

1/4 x 1-1/2Gold Coat

(GC)

YellowZinc

Interiorfor wood-to-wood

connections

Exteriorfor Deck Ledgers & other

wood-to-wood connections

Yellow Zinc(WS25 & WS6 Shown)

Gold Coat(WS15-GC Shown)EXTENDED

LIFE

GOLD COAT

EXTERIORUSE

EXT

YELLOWZINC

EXTENDEDLIFE

GOLD COAT

EXTERIORUSE

EXT

YELLOWZINC

Yellow Zinc & Gold Coat Screw Packaging Offering Gold Coat & Yellow Zinc Packaging

28

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WSBH Bugle Head Structural Wood Screws

Fasteners

The WSBH is the ideal structural wood screw for a low profile appearance for general purpose wood-to-wood connectors. This structural wood screw allows the Pro Contractor or DIYer to drive the head flush or countersink it below the wood surface. The WSBH is easy to install and high strength alternative to traditional lags, bolts and pole barn nails.

Materials: 1/4" diameter Grade 5 steelFinish: Exterior CoatOptions: See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Key Chart

Installation:• For best results, install the MiTek Pro Series Bugle Head using a high

torque, ½” variable speed drill (minimum 18v if cordless). Bring the washer portion of head flush to the surface of the wood or countersink.

Size (in) L SH T 1/4 x 2-1/2 WSBH25-EXT -- 2-1/2 1/4 2 EXT 179 199 151 141 -- -- 1/4 x 4 WSBH4-EXT -- 4 1-3/4 2 EXT 316 282 246 208 252 339 1/4 x 6 WSBH6-EXT -- 6 3-3/4 2 EXT 328 282 288 208 283 339 1/4 x 8 WSBH8-EXT -- 8 5-3/4 2 EXT 328 282 288 208 283 339 1/4 x 10 WSBH10-EXT -- 10 7-3/4 2 EXT 328 282 288 208 283 339

1) EXT = Exterior Coat. 2) Shear load for wood-to-wood connections assume a side member thickness of 1-1/2" for DF/SP and SPF allowable loads and 1-3/4" for LVL Allowable Loads. 3) Withdrawal loads are derived from the minimum of head pull through tests and withdrawal capacity of threaded portion in main member. 4) Load are for 100% duration of load, and may be increased for the other duration factors in accordance the NDS. New products or updated product information are designated in blue font.

12.F29,R15

DF/SP

Allowable Loads (Lbs.)4

SPF


LVL


Shear2

100%Withdrawal3

100%Shear2

100%Withdrawal3

100%Shear2

100%Withdrawal3

100%

Wood to Wood Wood to Wood Wood to Wood

Dimensions (in)

Finish1

Corr

osio

nFi

nish Code

Ref.USP

Stock No.Ref. No.

Finish Use Size (in) USP Stock No. Box/Ctn Qty USP Stock No. Box/Ctn Qty USP Stock No. Box/Ctn Qty 1/4 x 2-1/2 WSBH25-EXTR25 10-pack/25-ea WSBH25-EXTR50 5-box/50-ea WSBH25-EXTMB 2-box/200-ea

1/4 x 4 WSBH4-EXTR12 10-pack/12-ea WSBH4-EXTR50 5-box/50-ea WSBH4-EXTMB 200-ea




Retail Box Offering Mini Bulk Offering50-count Pack

ExteriorCoat(EXT)

Exteriorfor General

Purpose wood-to-

wood connections

WSBH (Exterior Coat Finish)

T

L

SH

1/4" Beveled reamer on 2-1/2" or longer

wood screws

USP brand

Cut threads

Self drilling point




EXTENDEDLIFE

GOLD COAT

EXTERIORUSE

EXT

YELLOWZINC

Packaging Table

Fasteners

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WSWH Washer Head Structural Wood Screws

Fasteners

The WSWH comes in two finishes: EXT (exterior grade) and Yellow Zinc (interior grade). Both are easy to install and reduce labor on the job site. The large, flat Washer Head maximizes bearing area and allows for less interference after installation. The EXT finish is an ideal alternative for the Pro or DIYer to traditional Lag screws and through bolts in many wood-to-wood connections including deck ledgers. The Yellow Zinc finish is commonly used in Multi-Ply EWP and Dimensional wood connections.

Materials: 1/4" diameter Grade 5 steelFinish: See chartOptions: See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Key Chart

Installation:• For best results, install the MiTek Pro Series Hex Head using a high torque,

½” variable speed drill (minimum 18v if cordless). Bring the washer portion of head flush to the surface of the wood. Do not overdrive. Technical bulletins for specific applications can be found on the MiTek Pro Series product page at www.mitek-us.com.

Finish Use Size (in) USP Stock No. Box/Ctn Qty USP Stock No. Box/Ctn Qty USP Stock No. Box/Ctn Qty USP Stock No. Box Qty 1/4 x 2-7/8 -- -- WSWH278-R50 5-box/50-ea -- -- WSWH278-BP 500-ea

1/4 x 3-3/8 -- -- WSWH338-R50 5-box/50-ea WSWH338-MB 200-ea -- --

1/4 x 4-1/2 -- -- WSWH45-R50 5-box/50-ea -- -- WSWH45-BP 400-ea

1/4 x 5 -- -- WSWH5-R50 5-box/50-ea WSWH5-MB 200-ea -- --

1/4 x 6 -- -- WSWH6-R50 5-box/50-ea -- -- WSWH6-BP 300-ea

1/4 x 6-3/8 -- -- WSWH638-R50 5-box/50-ea -- -- WSWH638-BP 300-ea

1/4 x 6-3/4 -- -- WSWH634-R50 5-box/50-ea WSWH634-MB 200-ea -- --

1/4 x 2-7/8 WSWH278-EXTR25 10-pack/25-ea WSWH278-EXTR50 5-box/50-ea WSWH278-EXTMB 200-ea -- --



1/4 x 5 WSWH5-EXTR12 10-pack/12-ea WSWH5-EXTR50 5-box/50-ea WSWH5-EXTMB 200-ea -- --



ExteriorCoat(EXT)

Bulk OfferingRetail Box Offering Mini Bulk Offering50-count Pack

YellowZinc

Interiorfor

Multi-Ply EWP

& Multi-Ply Truss Girders

Exteriorfor Deck

Ledgers & other wood-

to-wood connections

Size (in) L SH T

1/4 x 2-7/8 WSWH278 SDW22300 2-7/8 5/8 2 Zinc 268 274 227 194 -- --

1/4 x 3-5/8 WSWH358-EXT -- 3-5/8 1-3/8 2 EXT 400 398 311 282 319 358

1/4 x 4-1/2 WSWH45 SDW22458 4-1/2 2-1/4 2 Zinc 415 398 364 282 358 382

1/4 x 5 WSWH5 SDW22500 5 2-1/4 2 Zinc 415 398 364 282 358 382

1/4 x 6 WSWH6 SDW22600 6 2-1/4 2 Zinc 415 398 364 282 358 382

1/4 x 8 WSWH8-EXT SDWS22800 8 2-1/4 2 EXT 415 398 364 282 358 382

1/4 x 3-3/8 WSWH338 SDW22338 3-3/8 1-1/8 2 Zinc 268 373 227 264 319 310

1/4 x 5 WSWH5 SDW22500 5 2-1/4 2 Zinc 415 398 364 282 358 382

1/4 x 6-3/4 WSWH634 SDW22634 6-3/4 2-1/4 2 Zinc 415 398 364 282 358 382

1/4 x 2-7/8 WSWH278 SDW22300 2-7/8 5/8 2 Zinc 268 274 227 194 -- --

1/4 x 4-1/2 WSWH45 SDW22458 4-1/2 2-1/4 2 Zinc 415 398 364 282 358 382

1/4 x 6 WSWH6 SDW22600 6 2-1/4 2 Zinc 415 398 364 282 358 382

1/4 x 6-3/8 WSWH638 SDW22638 6-3/8 2-1/4 2 Zinc 415 398 364 282 358 382

1) Zinc = Yellow Dichromate; EXT = Exterior Coat. 2) Shear load for wood-to-wood connections assume a side member thickness of 1-1/2" for DF/SP and SPF allowable loads and 1-3/4" for LVL Allowable Loads. 3) Withdrawal loads are derived from the minimum of head pull through tests and withdrawal capacity of threaded portion in main member. 4) Load are for 100% duration of load, and may be increased for the other duration factors in accordance the NDS. New products or updated product information are designated in blue font.

Multi-Ply Dimensional Connections

12,F29,R15

12,F29,R15

Wood to Wood

Shear2

100%Withdrawal3

100%

Multi-Ply EWP Connections

12,F29,R15

Deck Ledger and Other Wood-to-Wood Connections

Withdrawal3

100%CodeRef.

Dimensions (in)

USPStock No. Ref. No. Finish1

Shear2

100%

DF/SP Allowable Loads (Lbs.)4

Wood to Wood

SPF Allowable Loads (Lbs.)4

LVL Allowable Loads (Lbs.)4

Corr

osio

nFi

nishShear2

100%Withdrawal3

100%

Wood to Wood

WSWH (Exterior Coat Finish)WSWH (Yellow Zinc Finish)

T

L

SH

USP brand

1/4" Beveled reamer on 2-1/2" or longer

wood screws

Cut threads

Self drilling point




Packaging Table

30

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ener

sCopyright ©


LL LumberLok Structural Connector Screws

LL915

The LumberLok Structural Connector Screw is a self-drilling screw that can be used with a number of USP connectors and also for wood-to-wood applications. The screws feature a T20 Torx® head with integral washer and gimlet point for ease of installation. The twin-lead threads drive in twice as fast as the single lead threads significantly reducing installation time. The USP head stamp identifies the screw length for easy inspection.Screw shear capacities are based on a diameter of 0.162" when the shear plane is on the screw shank (SH) and 0.109" when the shear plane is on the threads (T). USP LumberLok Structural Connector Screws have a bending yield strength of 180,000 psi.

Materials: Low carbon hardened steel.Finish: Gold CoatCodes: See page 10 for Code Reference Key Chart

Installation:• Screws are self-drilling.• Install using a low speed clutch drill with T20 Torx® bit (not

included). The washer head should be flat to the surface. Do not over-tighten the screws.

• Installing the screw at an angle may introduce additional bending and tension forces into the fastener if the screw head is not flat to the bearing surface. Care should be given to ensure the fastener is installed perpendicular to the plane of the fastener hole.

• Impact drills are not recommended for use with LumberLok Screws

• Reference list of USP connectors compatible with LumberLok screws at uspconnectors.com/pdf/technical/2100_lumberlok.pdf.

Size Ref. No. L SH T Finish1 18 Ga 16 Ga 18 Ga 16 Ga #9 x 1-3/8 LL915 SD9112 1-3/8 1/4 1-1/8 GC -- 120 105 130 -- 110 105 105 #9 x 2-7/8 LL930 SD9212 2-7/8 1-3/8 1-1/2 GC 105 150 165 165 100 150 140 140

1) GC = Gold Coat over Clear Zinc Trivalent. 2) Allowable shear loads assume a side plate tensile strength of 45 ksi. 3) Withdrawal loads for steel-to-wood connections assume a side plate thickness of 1/4" or less. 4) Shear loads for wood-to-wood connections assume a side member thickness of 1-1/2". 5) Loads are for 100% duration of load factors and may be increased for other duration factors in accordance with the NDS. New products or updated product information are designated in blue font.

12, F29, R15

S-P-F Allowable Shear (Lbs.) 2,3,4,5

Steel-to-Wood Steel-to-Wood

CodeRef.

WithdrawalCapacity

Wood-to-

WoodUSP

Stock No.

Dimensions (in.) DF/SP Allowable Shear (Lbs.)2,3,4,5

WithdrawalCapacity

Wood-to-

Wood

USP Brand

Twin-leadthreads

Sharp Gimlet point

T20 Torx®

head

Screwlength

SH

L

T

LL930

Fasteners

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CIA-GEL 7000-C EpoxyIAPMO ER-0473 Complies with 2015 IBC & 2015 IRC CIA-GEL 7000-C Epoxy is an adhesive designed to attach anchor rods into concrete that is, or may become, cracked due to cyclic loading from wind or earthquakes. It may also be used with fully grouted CMU construction. It is a low odor, solvent free, non-shrink, non-sag adhesive. The two-component (resin and hardener) epoxy is supplied in equal volume cartridges, which are combined in a 1:1 ratio when dispensed through the attached mixing nozzle. Either a hand powered or air-powered dispenser may be used. The cartridges are sealed with a D-plug which opens easily on the job-site and allows partially used cartridges to be saved for later use. The epoxy has a two year shelf life when stored in unopened containers at temperatures between 50ºF and 77ºF.

Applications:• Anchors continuously threaded steel rod and deformed rebar into concrete.• Holdowns into concrete for high seismic zones (SDC C-F)• Horizontal and overhead anchoring applications (requires special inspection)

USP Adhesive Anchor Design software provides CIA-GEL 7000-C epoxy connection solutions for threaded anchors post-installed into concrete . See USPconnectors .com for more information .

Codes: ER-0473, FL17248, L.A. City RR 25991, NSF/ANSI Standard 61

CIA-GEL 7000 EpoxyICC-ES ESR-1702 Complies with 2012 IBC & 2012 IRCCIA-GEL 7000 Epoxy is a structural adhesive specifically designed to attach anchor rods into fully grouted concrete masonry units (CMU) and has recently been evaluated to ICC-ES AC58 for seismic, sustained load, elevated temperature and freeze-thaw suitability conditions. It can also be used to install anchor bolts into uncracked concrete and reinforced brick. It is a low odor, solvent free, non-shrink adhesive. The two-component (resin and hardener) epoxy is supplied in equal volume cartridges, which are combined in a 1:1 ratio when dispensed through the attached mixing nozzle. Either a hand powered or air-powered dispenser may be used. The cartridges are sealed with a D-plug which opens easily on the job-site and allows partially used cartridges to be saved for later use. The epoxy has a two year shelf life when stored in unopened containers at a temperature of 70ºF.

Applications: • Anchors All-Thread rod and deformed rebar into fully grouted CMU• Brick veneer anchoring• Crack injection of medium to wide cracks• Anchors rebar and threaded steel rod into uncracked concrete.

Codes: ESR-1702, FL17247, NSF/ANSI Standard 61

CIA-GEL 6000-GP EpoxyTested to AC-58 standards - Compliant to ASTM C881-10CIA-GEL 6000-GP is a superior epoxy specifically designed for general purpose structural applications that require quick load times and for doweling applications requiring state DOT approval. It is a two-component (1:1 ratio) adhesive epoxy with 100% solids and is solvent free, moisture insensitive, non-sag and has no odor. It provides exceptional strength in anchoring and doweling applications and can be used in temperatures between 35°F and 110°F. The epoxy has a two year shelf life when stored in unopened containers at temperatures between 40°F and 95°F.

Applications: • Doweling applications for rebar and tie bars for full depth concrete pavement repairs• Anchoring and bracing for short term tensile load where dynamic, vibratory, wind or intermittent loads exist• Use in concrete, grout filled block and unreinforced masonry for general purpose

anchoring and doweling applications• Concrete doweling road repairs where DOT approval is required.

Codes: Multiple DOT listings

Available in:8 .5 oz . – GEL7C-10

20 .3 oz . – GEL7C-2250.7 oz. – GEL7C-56

Available in:8 .6 oz . – GEL7-10

21 .2 oz . – GEL7-22

Available in:21 .2 oz . – GEL6GP-22

Concrete & Masonry

Anchoring Epoxy


For more information on MiTek's Anchoring Epoxy, reference USP's Anchoring Solutions Guide USPconnectors .com .

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Anchoring EpoxyConcrete & Masonry

CIA-EA Epoxy AcrylateIAPMO ER-0311, ICC-ES AC308, Complies with 2012 IBC and 2012 IRCCIA-EA Adhesive Anchoring System is an epoxy acrylate specifically designed to be a high strength, fast cure structural adhesive for anchoring threaded rod and deformed rebar into uncracked concrete. It has the added advantage of being formulated to be used in colder temperatures (32°F) while maintaining excellent flowability. CIA-EA may also be used with fully grouted CMU and reinforced brick construction. It is a 2-component, 100% solids, moisture insensitive adhesive that is ideally suited for a wide range of applications. It is composed of a proprietary blend of solvent free epoxy acrylate resin and is backed by independent research and testing. The epoxy has a 15 month shelf life when stored in unopened containers at temperatures between 41°F to 77°F.

Applications: • Anchors All-Thread rod into concrete• May also be used to anchor rebar, starter bars and dowels• Applications requiring fast cure times• Cold weather applications• Can be used in horizontal anchoring applications• Can be used in overhead anchoring applications (requires special inspection)

Codes: ER-0311, NSF/ANSI Standard 61

IB-9 Incredi-Bond® EpoxyIncredi-Bond® is a high strength two-component epoxy specifically designed to be a bonding agent for almost all household materials including wood, steel, concrete, brick, stone and CMU block. It is moisture insensitive and can also be used to fill cracks in concrete, block and stone. The epoxy has a 2 year shelf life when stored in unopened containers in dry conditions between 40°F to 95°F.

Applications: • Bonding applications for: Concrete Brick CMU block Stone Metal Wood• Repair vertical and overhead cracks in concrete (non-structural)• Repair vertical and overhead spalls in concrete (5/8" deep & 3" diameter max)• Non-sag consistency makes this ideal for corner repairs to concrete and block walls• Repair and replace brick• Replace pool tile (no need to empty pool)• Fill holes and cracks• Not recommended for structural applications

Available in:9 .4 oz . – EA-10

Available in:8 .6 oz . – IB-9

For more information on MiTek's Anchoring Epoxy, reference USP's Anchoring Solutions Guide USPconnectors .com .

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DUC Ductile Undercut Anchors

Mechanical anchor expanded into a hole that has been undercut at the bottom using an undercutting drill bit creating a true bearing type anchor that performs like a cast-in-place headed anchor. Load is transferred into the concrete through bearing, not friction like traditional expansion anchors. Excellent performance in seismic and dynamic loading conditions. Meets ACI 318-11 Appendix D (2012 IBC) requirements as a code anchor, including seismic loading, tension zone, and cracked concrete provisions.

Rod Materials: ASTM A36 (L Series), A193 Grade B7 (H Series), or AISI 316 Stainless StudsAnchor Body Materials: ASTM A 513 Type 5, or AISI 316 StainlessCodes: See page 10 for Code Reference Key Chart

Installation

DUCUndercut Anchor

UCB Undercut Drill Bit

DUC38-275L DUC38-275LT DUC38-400H DUC38-400HT DUC12-400L DUC12-400LT DUC12-500H DUC12-500HT DUC12-675H DUC12-675HT DUC58-450L DUC58-450LT DUC58-750H DUC58-750HT DUC58-900H DUC58-900HT DUC34-500L DUC34-500LT DUC34-1000H DUC34-1000HT

1) Allowable tensile and shear capacities are for anchors installed at standard edge distance and spacing in uncracked concrete in accordance with the 2015, 2012, and 2009 IBC and referenced ACI documents. 2) See ICC-ES ESR-1970 for replacement parts. New products or updated product information are designated in blue font.

RodDia.

db (in)

AnchorLengthlb (in)

EffectiveEmbedment

hef (in)

12-1/4

7365 9685

20830 20875

8855

6290 6560

14110

7365

8990

13530

14315

USPStock No.

2280

6-3/4

7

5-1/23/8

1/2

5/8

3/4

2-3/4

4

4

58

9-3/4 6-3/4

2245

4910 4855

4170 4110

13-5/8

7-3/4

10-3/4

9

5

10

4-1/2

7-1/2

7, F28,R7

7

5/8

3/4

1

1-1/8

5

8

9-1/2

5-7/8

10-7/8

3-1/8

4-3/8

4-1/4

5-1/4

8-5/8

AllowableShear

Capacity (Lbs.)

Drilled HoleDepth of

Stop Bit (in)

ExpansionCoupling

Dia. dc (in)

AllowableTensile

Capacity (Lbs.)CodeRef.

lb

Drill the hole to proper depth and diameter per specifications using rotohammer and stop drill.

Clean the hole using a blow-out bulb or compressed air.

Clean the hole again using a blow-out bulb or compressed air.

Insert anchor into hole. Place setting sleeve over anchor and drive the expansion sleeve over the expansion coupling.

Apply proper torque.

Verify that the setting mark is visible on the threaded rod above the sleeve.

Insert the undercut bit and start rotohammer. Undercutting is complete when the stopper sleeve is fully compressed (gap closed).

hef

dc

db

1 2 3 4 5 6 7

Concrete & Masonry

Tension and shear capacities for DUC Anchors in f1c > 2,500 psi concrete

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Ref. No. Ref. No.-- -- 1/4 x 1-1/4 PFM1411000 THDB25178H -- -- 1/4 x 1-1/4

7206SD -- 1/4 x 1-3/4 PFM1411020 THD25134H -- -- 1/4 x 1-3/4 7208SD -- 1/4 x 2-1/4 PFM1411060 THD25214H -- -- 1/4 x 2-1/4 7210SD -- 1/4 x 3 PFM1411100 THDB25300H -- -- 1/4 x 3

-- -- -- PFM1411160 THD37134H -- -- 3/8 x 1-3/4 7222SD -- 3/8 x 2-1/2 PFM1411220 THD37212H -- -- 3/8 x 2-1/2 7224SD -- 3/8 x 3 PFM1411240 THD37300H -- -- 3/8 x 3 7226SD 7726SD 3/8 x 4 PFM1411280 THD37400H PFM1461280 THD37400HMG 3/8 x 4 7228SD 7728SD 3/8 x 5 PFM1411300 THD37500H PFM1461300 THD37500HMG 3/8 x 5 7230SD -- 3/8 x 6 PFM1411320 THD37600H PFM1461320 THD37600HMG 3/8 x 6

-- -- -- PFM1411340 -- -- -- 1/2 x 2-- -- 1/2 x 2-1/2 PFM1411360 -- -- -- 1/2 x 2-1/2

7244SD -- 1/2 x 3 PFM1411380 THD50300H -- -- 1/2 x 3-- 7746SD 1/2 x 4 PFM1411420 THD50400H PFM1461420 THD50400HMG 1/2 x 4

7248SD 7748SD 1/2 x 5 PFM1411460 THD50500H PFM1461460 THD50500HMG 1/2 x 5-- 7750SD 1/2 x 6 PFM1411480 THD50600H PFM1461480 THD50600HMG 1/2 x 6

7252SD 7752SD 1/2 x 8 PFM1411520 THD50800H PFM1461520 THD50800HMG 1/2 x 8-- -- -- PFM1411540 -- -- -- 5/8 x 3

7262SD -- 5/8 x 4 PFM1411580 THD62400H -- -- 5/8 x 4-- 7764SD 5/8 x 5 PFM1411600 THD62500H PFM1461600 THD62500HMG 5/8 x 5

7266SD -- 5/8 x 6 PFM1411640 THD62600H PFM1461640 THD62600HMG 5/8 x 6 7270SD 7770SD 5/8 x 8 PFM1411680 THD62800H PFM1461680 THD62800HMG 5/8 x 8

-- -- -- PFM1411700 -- -- -- 3/4 x 3 7282SD -- 3/4 x 4 PFM1411720 THD75400H -- -- 3/4 x 4 7284SD -- 3/4 x 5 PFM1411760 THD75500H -- -- 3/4 x 5 7286SD 7786SD 3/4 x 6 PFM1411800 THD75600H PFM1461800 THD75600HMG 3/4 x 6 7288SD -- 3/4 x 8 PFM1411840 THD75812H -- -- 3/4 x 8

-- 7789SD 3/4 x 8-1/2 -- -- PFM1461850 THD75812HMG 3/4 x 8-1/2 7290SD -- 3/4 x 10 PFM1411880 THD75100H -- -- 3/4 x 10

1) The anchor size includes the diameter and length of the anchor measured from under the head.2) Wedge-Bolt+ is marked with a blue tip and must be installed with a matched tolerance Wedge-Bit. Wedge-Bits must be ordered seperately. New products or updated product information are designated in blue font.

3/4

1/2

5/8

Anchor Size

(in)1

3/4

3,19

24,25

USP

Stock No.2

HoleSize(in)

3/8 9/16

1/2 3/4

5/8 15/16

1/4 7/16

SocketSize (in)

3/4

USP

Stock No.2

1/4

USP

Stock No.2

Zinc Plated Finish

Galvanized Finish

Screw-Bolt+(Recommended Replacement for Wedge-Bolt+)

CodeRef.

CodeRef.

Wedge-Bolt+ ** Discontinuing, limited supply **

1-1/8

Zinc Plated Finish Galvanized FinishAnchor

Size

(in)1

HoleSize(in)

USP

Stock No.2

Screw Anchors

Wedge-Bolt+ anchor – One-piece, heavy duty screw anchor with a finished hex head is marked with a blue tip and must be installed with a matched tolerance Wedge-Bit. This series will be discontinued in 2018, recommended replacement is the Screw-Bolt+ series.

Screw-Bolt+ anchor – One-piece, heavy duty screw anchor with a finished hex head. The patented thread design, designed for use with standard ANSI drill bits, reduces installation torque and enhances productivity. The steel threads along the anchor body tap into the hole during installation to provide keyed engagement and allow for reduced edge and spacing distances.

Finish: Zinc Plated or Mechanically Galvanized

Codes: See page 10 for Code Reference Key Chart

Screw-Bolt®+ (zinc plated)

Power-Stud® HD5

The Power-Stud HD5 anchor is a fully threaded, torque- controlled, wedge expansion anchor. Suitable base materials include normal-weight concrete and structural sand-lightweight concrete. Nut and washer are included.

Materials: Anchor Body & Expansion Clip: Carbon Steel; Expansion Clip: Stainless Steel; Hex Nut: ASTM A 653; Washer: ASTM F 844Finish: Hot-dip galvanizedCodes: See page 10 for Code Reference Key Chart

Power-Stud® HD5 Wedge Expansion Anchors

Ref. No. 7716HD5 WA37500MG 3/8 x 5 3-1/2 7720HD5 WA50234MG 1/2 x 2-3/4 1 7723HD5 WA50414MG 1/2 x 4-1/2 2-3/4 7724HD5 WA50512MG 1/2 x 5-1/2 3-3/4 7726HD5 WA50700MG 1/2 x 7 5-1/4 7733HD5 WA62500MG 5/8 x 5 3 7734HD5 WA62600MG 5/8 x 6 4 7738HD5 WA62100MG 5/8 x 8-1/2 6-1/2

1) The anchor size includes the diameter and the overall length of the anchor. 2) All anchors are packaged with nuts and washers. New products or updated product information are designated in blue font.

ThreadLength (in)

CodeRef.

130

USPStock No.2

Anchor Size (in)1

SDS-Max Wedge Bit

SDS-Plus Wedge Bit

Wedge-Bolt®+(mechanically

galvanized)

Concrete & Masonry

1314 SDS 1/4" x 6" 4 1324 SDS 5/8" x 8" 6

1318 SDS 3/8" x 8" 6 1326 SDS 5/8" x 12" 10

1384 HD Straight Shank 3/8" x 13" 4 1356 SDS-Max 5/8" x 13" 8

1322 SDS 1/2" x 10" 8 1396 HD Straight Shank 5/8" x 13" 11

1354 SDS-Max 1/2" x 13" 8 1328 SDS 3/4" x 8" 6

1394 HD Straight Shank 1/2" x 13" 11 1358 SDS-Max 3/4" x 13" 8

UsableLength (in)

UsableLength (in)

USPStock No. Description

USPStock No. Description

1) The anchor size includes the diameter and the overall length of the anchor.

2) All anchors are packaged with nuts and washers.



2) Wedge-Bolt+ is marked with a blue tip and must be installed with a matched tolerance Wedge-Bit.


Wedge Bolt+ Anchor Wedge Bits

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Power-Stud+ SD1 anchor

Power-Stud+ SD1 anchor is a fully threaded, torque- controlled, wedge expansion anchor which is designed for consistent performance in cracked and uncracked concrete. Suitable base materials include normal-weight concrete, structural sand-lightweight concrete and concrete over metal deck. Nut and washer are included.

Materials: Anchor Body & Expansion Clip: Carbon Steel; Hex Nut: ASTM A 563, Grade A; Washer: ASTM F 844Finish: Zinc PlatingCodes: See page 10 for Code Reference Key Chart

Ref. No. 7413SD1 WA37300 3/8 x 3 1-5/8 7416SD1 WA37500 3/8 x 5 3-5/8 7424SD1 WA50512 1/2 x 5-1/2 3-3/4 7426SD1 WA50700 1/2 x 7 5-1/4 7427SD1 WA50812 1/2 x 8-1/2 6-3/4 7433SD1 WA62500 5/8 x 5 3 7434SD1 WA62600 5/8 x 6 4 7436SD1 WA62700 5/8 x 7 5 7438SD1 WA62812 5/8 x 8-1/2 6-1/2 7439SD1 WA62100 5/8 x 10 8 7442SD1 WA75512 3/4 x 5-1/2 3

1) The anchor size includes the diameter and the overall length of the anchor. 2) All anchors are packaged with nuts and washers. New products or updated product information are designated in blue font.

18,23

USPStock No.2

Anchor Size (in)1

ThreadLength (in)

CodeRef.

Power-Stud+® SD1 Wedge Expansion Anchors

THR’s support the new deck oriented code requirements for mechanically reinforced railing post and deck to house ledger board attachments.

Materials: ASTM A36 steel, also conforms to ASTM F1554, Grade 36Finish: Hot-dip galvanizedCodes: See page 10 for Code Reference Key Chart

Installation:• Install into wet concrete with nut embedded or drill minimum

1/16" – 1/8" oversized hole depending on rod size and secure with anchor epoxy.

Embossed ends provide guides for embedment angle and depth. An embedment line is embossed on the shaft for easy installation. Features rolled threads for high tensile strength.STB – For monolithic slabs and concrete stem walls.STBL – Designed for use with 3x sill plates. Excellent choice for use with taller holdown washers like those in the PHD series.

Materials: ASTM A 36 steel, also conforms to ASTM F1554 and ASTM A 307 Grade A requirements for bolts.Finish: NoneOptions: See Chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Key Chart

Typical THR installation

Typical THR deck to ledger installation

STB / STBL Anchor Bolts

THR Threaded Rods

Ref. No. THR125-HDG RFB#4X5HDG 1/2 5 THR126-HDG RFB#4X6HDG 1/2 6 THR128-HDG RFB#4X8HDG 1/2 8 THR1218-HDG -- 1/2 18 THR1224-HDG -- 1/2 24 THR1236-HDG -- 1/2 36 THR588-HDG RFB#5X8HDG 5/8 8 THR5812-HDG RFB#5X12HDG 5/8 12 THR5816-HDG RFB#5X16HDG 5/8 16

USPStock No.

BoltDia.

L(in)

THR

1/2" THR Threaded Rod DTB-TZ

Page 231

L





Concrete & Masonry

1-3/4" min. edge distance

STB/STBLTypical STB Anchor Bolt installation

6" min for 5/8" dia anchor bolts

8" min for 7/8" dia anchor bolts

#4 rebar

Footing design by

others

Identification Stamp on the bolt head showing embedment

angle and modelembedment line

3" to 6"

le

H

L

E


2) All anchors are packaged with nuts and washers.


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STB / STBL Anchor Bolts

Monolithic or Stem Wall Foundations – Prior to pour, install the STB or STBL in an upright position and at a 45° angle to the wall. Install one horizontal #4 rebar at a depth of 4" (minimum). (See illustrations.)

Concrete Block Applications – Prior to cell pour, install the STB or STBL in an upright position and at a 45° angle to the wall. (See illustrations.) Use the embossed angle guide on the end of the STB or STBL shaft as a guide. Install one horizontal #4 rebar at a depth of 4" and one vertical #4 rebar maximum 48" o.c. spacing. Fill all cells with concrete having a minimum 2,500 psi compressive strength.

Installation:• Select appropriate STB or STBL Anchor Bolt.• Use normal weight concrete with minimum compressive strength of 2,500 psi.• Minimum center-to-center spacing between bolts is 3(E) for anchors acting

simultaneously in tension.• Match embedment depth with embedment line on the STB or STBL shaft.• The STB or STBL does not need to be tied to the rebar.• Nuts and washers are not included.

Mono Pour Mono Pour PHD2A TDX2-TZ LTS20B PHD5A HTT16 PHD8 HTT45 UPHD8 PHD4A TD7 HTT45 TD9 TD5 TD12

* Recommend installation of washer under nut of anchor bolt.1) STBL model are recommended for use with PHD and UPHD8 holdowns on (2) 2x and 3x sill plates.

STB28STBL28

STB16STBL16

STB20STBL20

USPStock No.

STB24STBL24

2x, 3x, (2) 2x Sill Plates1

2x, 3x, (2) 2x Sill Plates1

USPStock No.

HTT45

Ref. No. Dia. L H Midwall Corner End Wall Midwall Corner End Wall Midwall Corner End Wall STB16 SSTB16 6 5/8 17-13/16 5 12-13/16 4230 4230 4230 4230 4230 4230 3525 3525 3525 STB20 SSTB20 6 5/8 21-13/16 5 16-13/16 5120 4740 4740 5115 4230 4230 4265 3555 3555 STB24 SSTB24 6 5/8 25-13/16 5 20-13/16 5990 5915 5915 5990 5570 5570 4990 4675 4675 STB28 SSTB28 8 7/8 31 5 26 10100 9490 9490 9110 9110 9110 7650 7650 7650 STB34 SSTB34 8 7/8 36 6 30 11415 10525 10250 11390 10525 9405 9515 8770 7900 STB36 SSTB36 8 7/8 38 8 30 11415 10525 10250 11390 10525 9405 9515 8770 7900 STBL16 SSTB16L 6 5/8 19-9/16 6-3/4 12-13/16 4230 4230 4230 4230 4230 4230 3525 3525 3525 STBL20 SSTB20L 6 5/8 23-9/16 6-3/4 16-13/16 5120 4740 4740 5115 4230 4230 4265 3555 3555 STBL24 SSTB24L 6 5/8 27-9/16 6-3/4 20-13/16 5990 5915 5915 5990 5570 5570 4990 4675 4675 STBL28 SSTB28L 8 7/8 32-3/4 6-3/4 26 10100 9490 9490 9110 9110 9110 7650 7650 7650

1) Design loads are based on the average ultimate, from a series of five tests, with a safety factor of three. 2) Loads may not be increased for short term loading. 3) Minimum center to center spacing between bolts is 3(E) for anchors acting in tension simultaneously. 4) Minimum edge distance is 1-3/4". 5) Concrete stemwall shall be a minimum of 6" thick for 5/8" anchor bolts and 8" for 7/8" anchor bolts. 6) End distance shall be no less than 5". 7) Connection is limited by lowest of bolt or holdown capacity. 8) Concrete block shall be minimum 10" block. 9) See ESR-2266 for additional information.

1,F35,R3

USPStock No.

StemwallWidth

Min.Embed. (E) Co

rros

ion

Fini

sh

Allowable Tension Loads (Lbs)1,2,3

SDC A&B SDC C - FCodeRef.

Dimensions (in)

Wind

1) Design loads are based on the average ultimate, from a series of five tests, with a safety factor of three.

2) Loads may not be increased for short term loading.3) Minimum center to center spacing between bolts is 3(E) for

anchors acting in tension simultaneously.4) Minimum edge distance is 1-3/4".

5) Concrete stemwall shall be a minimum of 6" thick for 5/8" anchor bolts and 8" for 7/8" anchor bolts. 6) End distance shall be no less than 5".

7) Connection is limited by lowest of bolt or holdown capacity.8) Concrete block shall be minimum 10" block.9) See ESR-2266 for additional information.

Anchor Bolt Selection Table

Typical STB/STBLconcrete block installation




Concrete & Masonry

Plan view of STB/STBLplacement in concrete stemwall

Corner installation

45°

45° 45°

Corner installation

135°Anchor bolt

(typ)

Non-corner installation135°/90°/45°

0°

Outside edge of concrete

Plain view along continuous stem wall installation

Plain view of End of Stem Wall installation

Plain view of corner of stem wall installation

Place STB angle diagonal in corner application

Install @ 45° from edge of stem wall and orientated away from end of stem wall

12" min return

5"

1-3/4" min1-3/4" min

#4 Rebar

Locate approx. 45° from wall

2 x E min. rebar length



5"

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The AB anchor bolt provides an economical way to meet the prescriptive requirements of the 2012 IRC for securing mudsill plates to a concrete or masonry foundation. The bolt is manufactured from ASTM 1554 steel and has a hot-dip galvanized finish. A nut (ASTM A 563) and washer (ASTM F 844) are included. In some jurisdictions, a plate washer may be required. Check with your local Building Official.

Materials: Bolt: ASTM F 1554, Nut: ASTM A 563, Washers: ASTM F 844Finish: Hot-dip galvanizedCodes: See page 10 for Code Reference Key Chart. See IRC R403.1.6, IBC 2308.6, 2308.12.8, 2308.12.9 for minimum diameter and embedment into masonry or concrete.

Installation:• Select appropriate AB Anchor Bolt.• Use concrete with minimum compressive strength of 2,500 psi at 28 days.• Nuts and washers are included.• Anchor bolts intended for use to satisfy code prescribed anchoring of mudsill plates,

and shall be installed as defined in the code.• Allowable loads shall be derived in accordance with the code.• Plate washers may be required in some regions.

BP / LBP – Designed to meet code requirements for mudsill-to-foundation.HBPS / LBPS – Offers anchor bolt adjustment slots.

Materials: See chartFinish: BP / HBPS – none; LBP / LBPS – G-185 galvanizingOptions: See Chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Key Chart. See IRC R602.11.1, IBC 2308.12.8 for minimum plate size requirements.

Installation:• Bolt holes are sized 1⁄16" larger than Bolt Dia. shown in chart.

AB Anchor Bolts

AB126-HDG -- -- 1/2 6 AB128-HDG -- -- 1/2 8 AB1212-HDG -- -- 1/2 12 AB5812-HDG -- -- 5/8 12

USPStock No.

BoltDia.

CodeRef.

100

Ref. No.

L(in) Co

rros

ion

Fini

sh

Typical AB128-HDGinstallation

Typical Bearing Plateinstallation

HBPS/LBPSSlotted Bearing Plate

AB128-HDG

BP / HBPS / LBP / LBPS Bearing Plates

Ref. No. W L

LBP12-TZ LBP1/2, LBP1/2Z

10 Ga 9/64 2 2 1/2 120

LBP58-TZ LBP5/8, LBP5/8Z

10 Ga 9/64 2 2 5/8 100

LBPS12-TZ LBPS1/2, LBPS1/2Z

10 Ga 9/64 3 3 1/2

LBPS58-TZ LBPS5/8, LBPS5/8Z

10 Ga 9/64 3 3 5/8

HBPS12 BPS1/2-3 3 Ga 1/4 3 3 1/2 HBPS34 BPS3/4-3 3 Ga 1/4 3 3 3/4 HBPS58 BPS5/8-3 3 Ga 1/4 3 3 5/8 BP12 BP1/2 7 Ga 3/16 2 2 1/2 BP582 BP5/8-2 7 Ga 3/16 2 2 5/8

BP583 BP5/8, BP5/8-3

3 Ga 1/4 3 3 5/8

BP343 BP3/4-3 3 Ga 1/4 3 3 3/4

100

120

CodeRef.

USPStock No.

BoltDia.

Dimensions (in)

PlateThickness (T) Co

rros

ion

Fini

sh







BP/LBPStandard Bearing Plate

WL

T

WL

T

L

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ATR

ATR All Thread Rod is a continuously threaded low carbon steel rod that may be used for anchoring USP’s holdowns, tension ties and wood structural panel shear walls to concrete. They can also be used for many other general purpose tension transfer fastening needs. 1-1/8” ATR’s may be used with Hardy Frame panels. ATR is manufactured from ASTM A307 Grade A steel with a minimum Tensile Strength of 60 ksi.

Materials: ASTM A307 Grade A Finish: None or Zinc Plated (See Chart)Codes: See page 10 for Code Reference Key Chart

Installation: • ATR All Thread Rod can be cast-in-place or epoxied into concrete. Use USP’s CIA-EA epoxy

acrylate or CIA-GEL 7000-C epoxy when installed as a post installed application and follow the published installation instructions to obtain maximum strength. Use CIA-GEL 7000 when installing into fully grouted CMU block wall. Reference USP's Anchoring Solutions Guide, USPconnectors.com/us/products/anchoring-solutions/anchoring-epoxy.

ATR All Thread Rods

3/8 x 5 ATR385 -- ATR385-ZP -- 3/4 x 5 ATR345 -- ATR345-ZP -- 3/8 x 8 ATR388 -- ATR388-ZP -- 3/4 x 8 ATR348 ATR3/4X8 ATR348-ZP ATR3/4X8ZP 3/8 x 10 ATR3810 -- ATR3810-ZP -- 3/4 x 10 ATR3410 -- ATR3410-ZP -- 3/8 x 12 ATR3812 ATR3/8X12 ATR3812-ZP -- 3/4 x 12 ATR3412 ATR3/4X12 ATR3412-ZP ATR3/4X12ZP 3/8 x 16 ATR3816 -- ATR3816-ZP -- 3/4 x 16 ATR3416 -- ATR3416-ZP -- 3/8 x 18 ATR3818 -- ATR3818-ZP -- 3/4 x 18 ATR3418 ATR3/4X18 ATR3418-ZP ATR3/4X18ZP 3/8 x 24 ATR3824 ATR3/8X24 ATR3824-ZP -- 3/4 x 24 ATR3424 ATR3/4X24 ATR3424-ZP ATR3/4X24ZP 3/8 x 36 ATR3836 ATR3/8X36 ATR3836-ZP -- 3/4 x 36 ATR3436 ATR3/4X36 ATR3436-ZP ATR3/4X36ZP 3/8 x 48 ATR3848 ATR3/8X48 ATR3848-ZP ATR3/8X48ZP 3/4 x 48 ATR3448 ATR3/4X48 ATR3448-ZP ATR3/4X48ZP 3/8 x 72 ATR3872 ATR3/8X72 -- -- 3/4 x 72 ATR3472 ATR3/4X72 -- -- 1/2 x 5 ATR125 -- ATR125-ZP -- 7/8 x 5 ATR785 -- ATR785-ZP -- 1/2 x 8 ATR128 -- ATR128-ZP -- 7/8 x 8 ATR788 -- ATR788-ZP -- 1/2 x 10 ATR1210 -- ATR1210-ZP -- 7/8 x 10 ATR7810 -- ATR7810-ZP -- 1/2 x 12 ATR1212 ATR1/2X12 ATR1212-ZP -- 7/8 x 12 ATR7812 ATR7/8X12 ATR7812-ZP ATR7/8X12ZP 1/2 x 16 ATR1216 -- ATR1216-ZP -- 7/8 x 16 ATR7816 -- ATR7816-ZP -- 1/2 x 18 ATR1218 ATR1/2X18 ATR1218-ZP -- 7/8 x 18 ATR7818 -- ATR7818-ZP -- 1/2 x 24 ATR1224 ATR1/2X24 ATR1224-ZP -- 7/8 x 24 ATR7824 ATR7/8X24 ATR7824-ZP ATR7/8X24ZP 1/2 x 36 ATR1236 ATR1/2X36 ATR1236-ZP -- 7/8 x 36 ATR7836 ATR7/8X36 ATR7836-ZP ATR7/8X36ZP 1/2 x 48 ATR1248 ATR1/2X48 ATR1248-ZP -- 7/8 x 48 ATR7848 ATR7/8X48 ATR7848-ZP -- 1/2 x 72 ATR1272 ATR1/2X72 -- -- 7/8 x 72 ATR7872 ATR7/8X72 -- -- 5/8 x 5 ATR585 -- ATR585-ZP -- 1 x 5 ATR15 -- ATR15-ZP -- 5/8 x 8 ATR588 ATR5/8X8 ATR588-ZP ATR5/8X8ZP 1 x 8 ATR18 -- ATR18-ZP -- 5/8 x 10 ATR5810 -- ATR5810-ZP -- 1 x 10 ATR110 -- ATR110-ZP -- 5/8 x 12 ATR5812 ATR5/8X12 ATR5812-ZP ATR5/8X12ZP 1 x 12 ATR112 ATR1X12 ATR112-ZP ATR1/2X12ZP 5/8 x 16 ATR5816 -- ATR5816-ZP -- 1 x 16 ATR116 -- ATR116-ZP -- 5/8 x 18 ATR5818 ATR5/8X18 ATR5818-ZP ATR5/8X18ZP 1 x 18 ATR118 -- ATR118-ZP -- 5/8 x 24 ATR5824 ATR5/8X24 ATR5824-ZP ATR5/8X24ZP 1 x 24 ATR124 ATR1X24 ATR124-ZP ATR1/2X24ZP 5/8 x 36 ATR5836 ATR5/8X36 ATR5836-ZP ATR5/8X36ZP 1 x 36 ATR136 ATR1X36 ATR136-ZP ATR1X36ZP 5/8 x 48 ATR5848 ATR5/8X48 ATR5848-ZP -- 1 x 48 ATR148 ATR1X48 ATR148-ZP -- 5/8 x 72 ATR5872 ATR5/8X72 -- -- 1 x 72 ATR172 ATR1X72 -- -- 3/4 x 5 ATR345 -- ATR345-ZP -- 1-1/8 x 5 ATR1185 -- ATR1185-ZP -- 3/4 x 8 ATR348 ATR3/4X8 ATR348-ZP ATR3/4X8ZP 1-1/8 x 8 ATR1188 -- ATR1188-ZP -- 3/4 x 10 ATR3410 -- ATR3410-ZP -- 1-1/8 x 10 ATR11810 -- ATR11810-ZP -- 3/4 x 12 ATR3412 ATR3/4X12 ATR3412-ZP ATR3/4X12ZP 1-1/8 x 12 ATR11812 -- ATR11812-ZP -- 3/4 x 16 ATR3416 -- ATR3416-ZP -- 1-1/8 x 16 ATR11816 -- ATR11816-ZP -- 3/4 x 18 ATR3418 ATR3/4X18 ATR3418-ZP ATR3/4X18ZP 1-1/8 x 18 ATR11818 -- ATR11818-ZP -- 3/4 x 24 ATR3424 ATR3/4X24 ATR3424-ZP ATR3/4X24ZP 1-1/8 x 24 ATR11824 -- ATR11824-ZP -- 3/4 x 36 ATR3436 ATR3/4X36 ATR3436-ZP ATR3/4X36ZP 1-1/8 x 36 ATR11836 -- ATR11836-ZP -- 3/4 x 48 ATR3448 ATR3/4X48 ATR3448-ZP ATR3/4X48ZP 1-1/8 x 48 ATR11848 ATR1-1/8X48 ATR11848-ZP -- 3/4 x 72 ATR3472 ATR3/4X72 -- -- 1-1/8 x 72 ATR11872 -- -- --

120

USPStock No.

None Zinc Plated

120

Dia. x L Ref. No.USP

Stock No. Ref. No.CodeRef.Dia. x L

USPStock No.

USPStock No. Ref. No. Ref. No.

CodeRef.

Size(in)

Finish Size(in)

Finish

None Zinc Plated

Concrete & Masonry

L

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CNW Coupler Nuts

The USP CNW coupler nut is designed to join threaded rods to embedded anchor rods. They are also used in the Z4 Tie Down system to attach Z-Rods together (See Z4 Product Catalog). The coupler nut has an inspection hole with an internal positive stop that allows easy verification that the ends of both rods have been fully threaded. The CNW coupler is made from low carbon ASTM A563 Grade A steel (Proof Load = 90 ksi) which makes it applicable for many common ASTM steel threaded rods of equivalent or lower strength.

Materials: ASTM A563 Grade AFinish: Zinc platedCodes: See page 10 for Code Reference Key Chart

Installation:• Witness hole is provided to assure easy inspection.• Tighten rods until they are visible in the inspection hole.• Works with all thread rods of specified diameter except hot-dip galvanized.

Washers are an important component of a threaded rod assembly and should be properly sized for the intended application. They distribute load from the tightened nut and reduce bearing stresses to prevent crushing of the supporting material. This is especially important when tightening over wood.

Materials: ASTM/ANSI B18.22Finish: None or Zinc Plated (See Chart)Codes: See page 10 for Code Reference Key Chart

RW Round Washers

Finish Ref. No. RW38 -- 0.375 RW12 -- 0.500 RW58 -- 0.625 RW34 -- 0.750 RW78 -- 0.875 RW1 -- 1.000 RW118 -- 1.125 RW38-ZP -- 0.375 RW12-ZP WASHER1/2-ZP 0.500 RW58-ZP WASHER5/8-ZP 0.625 RW34-ZP WASHER3/4-ZP 0.750 RW78-ZP WASHER7/8-ZP 0.875 RW1-ZP WASHER1-ZP 1.000 RW118-ZP WASHER1-1/8-ZP 1.125

ZincPlated

120

Dia.(in)

CodeRef.

USPStock No.

None

Ref. No. 100% CNW38-ZP -- 0.375 1-1/8 2400 CNW12-ZP CNW1/2 0.500 1-1/4 4265 CNW58-ZP CNW5/8 0.625 2-1/8 6675 CNW34-ZP CNW3/4 0.750 2-1/4 9610 CNW78-ZP CNW7/8 0.875 2-1/2 13080 CNW1-ZP CNW1 1.000 2-3/4 17080 CNW118-ZP -- 1.125 3 21620


USPStock No.

CodeRef.

HMin

Allowable Tension (Lbs.)

130

RodDiameter

Dimensions (in)

Concrete & Masonry

RW

CNW

H min.Inspection hole

40

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The FT form tie and WG wedge system allows concrete wall forms to be made from 2x nominal form lumber by accurately securing them in place while the concrete is poured. This product is intended for a maximum wall height of 4 feet.

FT – Connect 1x and 2x nominal form lumber in low foundation walls up to 4 feet high. WG – V-shaped wedge assures rigidity and consistent form spacing.

Materials: FT – 18 gauge, WG – 14 gauge

Finish: G90 galvanizing


Installation:• Use the Spacing Guide chart to determine spacing between FT units. Each

level in chart assumes 12" form boards. Wall thickness from 6" to 12".• Install with “V” facing up.• Use (2) WG wedges for each tie. Insert wedge into inside slots

for 1x nominal forms and outside slots for 2x nominal forms.• No walers or stiff-backs are used.• Vertical ties to keep forms from separating are not included.• Form deflection may be substantial. Check deflection, if it is

critical, and move ties to compensate.• Forming lumber is assumed to have fb of 1,000 psi.• Not recommended for pours greater than 4 feet in height.

Spacing Guide chartWedge

Ref. No. W L Qty FT6 WT6 18 5/8 10-5/8 2 6 FT8 WT8 18 5/8 12-5/8 2 8 FT10 WT10 18 5/8 14-5/8 2 10 FT12 WT12 18 5/8 16-5/8 2 12 WG W1 14 11/16 3-5/8 -- --

1) May be used with either 3/4" or 1-1/2" forming materials. 2) Breaking strength is approximately 775 pounds. Space as necessary to prevent form blow-out.

1x 2x 1x 2x 1x 2x 1x 2x

12" or Less 2' 6" 4' 0" -- -- -- -- -- -- 12" – 24" 1' 6" 3' 0" 2' 6" 4' 0" -- -- -- -- 24" – 36" 1' 0" 2' 0" 1' 6" 3' 0" 2' 6" 4' 0" -- -- 36" – 48" 0' 9" 1' 6" 1' 0" 2' 0" 1' 6" 3' 0" 2' 6" 4' 0"

1) Factor of safety against tensile failure of tie is 1.5 or more.

Level 1 Level 2 Level 3 Level 4

120

Footing Widthor Wall

Thickness

ConcreteLift Height

Dimensions (in)

USPStock No.

SteelGauge

CodeRef.

Wedge

Ref. No. W L Qty FT6 WT6 18 5/8 10-5/8 2 6 FT8 WT8 18 5/8 12-5/8 2 8 FT10 WT10 18 5/8 14-5/8 2 10 FT12 WT12 18 5/8 16-5/8 2 12 WG W1 14 11/16 3-5/8 -- --

1) May be used with either 3/4" or 1-1/2" forming materials. 2) Breaking strength is approximately 775 pounds. Space as necessary to prevent form blow-out.

1x 2x 1x 2x 1x 2x 1x 2x

12" or Less 2' 6" 4' 0" -- -- -- -- -- -- 12" – 24" 1' 6" 3' 0" 2' 6" 4' 0" -- -- -- -- 24" – 36" 1' 0" 2' 0" 1' 6" 3' 0" 2' 6" 4' 0" -- -- 36" – 48" 0' 9" 1' 6" 1' 0" 2' 0" 1' 6" 3' 0" 2' 6" 4' 0"

1) Factor of safety against tensile failure of tie is 1.5 or more.

Level 1 Level 2 Level 3 Level 4

120

Footing Widthor Wall

Thickness

ConcreteLift Height

Dimensions (in)

USPStock No.

SteelGauge

CodeRef.

WG Wedgemust order separately

FT

Typical FT/WGinstallation

HN Hex Nuts

The USP HN nut is a standard hex nut manufactured from low carbon ASTM A563 Grade A steel (Proof Load = 90 ksi) which makes it applicable for many common ASTM steel threaded rods of equivalent or lower strength.

Materials: ASTM A563 Grade AFinish: See chartCodes: See page 10 for Code Reference Key Chart

Finish Ref. No. HN38 -- 0.375 HN12 -- 0.500 HN58 -- 0.625 HN34 -- 0.750 HN78 -- 0.875 HN1 -- 1.000 HN118 -- 1.125 HN38-ZP NUT3/8 0.375 HN12-ZP NUT1/2 0.500 HN58-ZP NUT5/8 0.625 HN34-ZP NUT3/4 0.750 HN78-ZP NUT7/8 0.875 HN1-ZP NUT1 1.000 HN118-ZP NUT1-1/8 1.125

Plain

ZincPlated

Dia.(in)

CodeRef.

USPStock No.

120

FT / WG Concrete Form Ties & Wedge

L

W

Concrete & Masonry

HN

11/16"

3-5/8"

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For installation into concrete slabs. The FA3 features a split flange for nailing to both mudsill and stud for greater framing versatility.

Materials: 16 gaugeFinish: G90 galvanizingOptions: See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Key Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• Use a minimum of two anchors per mudsill. An anchor should

always be within 12" of the end of each mudsill section.• Do not rely on these anchors to secure concrete sections

together between cold joints.• Insert into wet concrete (minimum strength of 2,500 psi).

Place mudsill after concrete cures. Secure flanges to sill (and stud, if applicable), bending flanges as needed to achieve a tight fit. Fasten as directed in chart.

• Do not use in red clay brick.

FA Foundation Anchor

Stud

Ref. No. Qty Type Concrete8

Uncracked 1410 780 1080Cracked 985 545 755




1) Predrilled holes are not required. 2) Allowable Stress Design (ASD) values have been adjusted for a load duration factor, CD, of 1.6 corresponding to a ten-minute load duration (i.e. wind or earthquake loading) in accordance with the NDS. The ASD loads do not apply to loads of other durations. 3) FA3 capacities are based on using a single-ply 2x sill plate. 4) Minimum distance of 6-inches is required to obtain the listed capacity. 5) Minimum anchor spacing for full capacity is 8-inches. For spacing less than that reduce capacity proportionally. 6) The allowable loads are based on lumber with a specific gravity of 0.50 and a moisture content of 19% or less. 7) Uplift deformation based on wood connection strength. 8) Minimum concrete strength f'c = 2,500 psi. 9) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long. New products or updated product information are designated in blue font.

2 2

-- 6Mudsill

Only13,R2,F12

SDC C-F

2 x 4 or 2 x 6

FA3 -- 16 10d x 1-1/22 4

6Mudsill & Stud

2

2 x 4 or 2 x 6

PlateSize

2 2

--2 4--

SteelGa.

2

USPStock No.

Wind and SDC A & B

16Mudsill & Stud

FA3

InstallationType

CodeRef.

13,R2,F12

6

MinStemwallThickness

(in)

Sill Plate

6

ΔASD

(in) 8

Fastener Schedule1,9

Mudsill Only

SideQty

TopQty

10d x 1-1/2

ΔASD

(in) 8 Corr

osio

n Fi

nishΔASD

(in) 8

DF/SP Allowable Loads (Lbs.)2,3,5,6,7

Uplift F1 F2

160% 160% 160%

0.097

0.058

0.066 0.090 0.097

0.015 0.023 0.058

0.066

0.015

0.090

0.023




Typical FA3 Form board installation

Alternate FA3 installation

Typical FA3 installation in concrete

F1

F2

F3

Uplift

4" min. embed

FA31"

5-3/4"

4-5/8"

1-1/2"

Embossed lines provide guide for matching to edge of form board

Typical FA3 installation to mudsill and stud

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FA Foundation Anchor

Changes to the international Building Code (IBC) and International Residential Code (IRC) have resulting in 5/8" diameter anchor bolts being more commonly specified on design plans for anchoring the structure to the concrete foundation. The FA4 foundation anchors can be installed as a replacement for these anchor bolts while achieving the same load capacity. They can also be used to replace 1/2" diameter anchor bolts.

There are two FA4 Foundation Anchor design tables below. The first table list the allowable load capacity of the FA4. The second table list the equivalent spacing required to meet the prescriptive code requirement for 5/8" and 1/2" diameter anchor bolts that are called out on the plan as being spaced at 4'-0" or 6'-0" 0.C.

Materials: 16 gauge Finish: G90 galvanizingOptions: See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Key Chart

Installation:• The FA4 can be mounted to the form board before placing the

concrete or inserted into the wet concrete after it is poured. See Detail A installation.

• Place the mudsill in position after the concrete cures. Secure the FA4 to the mudsill (and stud, if applicable) by bending the flanges as needed for a tight fit and nailing into place with the size and quantity of fasteners specified in the chart.

Stud

Ref. No. Qty Type Concrete5

Uncracked 905 1460 1115 655Cracked 780 1280 780 610




1) Allowable loads have been increased 60% for wind and seismic loads; no further increase shall be permitted. 2) Allowable loads are based on a minimum stemwall thickness of 6", minimum distance from the end of the concrete wall of 4" and minimum anchor spacing of 8". 3) Allowable loads are based on a single-ply 2x mudsill with a minimum specific gravity of 0.50 and a moisture content of 19% or less. 4) Deflections are derived from static, monotonic load tests of FA4 connected to DF wood members with the specified fasteners. 5) Minimum concrete strength f'c = 2500 psi. 6) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long. New products or updated product information are designated in blue font.

Fastener Schedule6 DF/SP Allowable Loads (Lbs.)1,2,3

Corr

osio

n Fi

nish

Sill Plate

160% 160% 160%

ΔASD

(in) 4

Uplift F1 F2 F3

6

CodeRef.

PlateSize

USPStock No.

SteelGa.

SideQty

TopQty 160%

Wind and SDC A & B

ΔASD

(in) 4ΔASD

(in) 4ΔASD

(in) 4Installation

Type

3 3 3

SDC C-F

Mudsill Only

Mudsill & Stud

--10d x 1-1/2

2 x4 or 2 x 6

MASA 163

3

2 x4 or 2 x 6

MASA 163 6 13,

F12,R2

0.020 0.1320.033 0.130

0.041 0.008 0.130 0.122

13,F12,R2

Mudsill Only

Mudsill & Stud

FA4

FA40.130

0.122

0.033

0.041

0.020

0.008

0.132

0.130

--10d x 1-1/2

3 3

Wind SDC A & B SDC C-E Wind SDC A & B SDC C-E6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0"4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0"6'-0" 5'-4" 5'-4" 5'-4" 5'-0" 5'-0" 5'-0"4'-0" 3'-7" 3'-7" 3'-7" 3'-4" 3'-4" 3'-4"

1) Place anchors not more than 1'-0" from end of each mudsill per code 2) Spacing is based on parallel to mudsill load direction only 3) Concrete shall have a minimum f'c = 2500 psi 4) Spacing applies to a maximum of 1 in 4 FA4 Foundation Anchors being installed to mudsill and stud 5) Spacing requirements are based on lateral load capacities of anchor bolts published in the 2012 National Design Specificatio

Prescriptive Spacing To Replace 1/2" or 5/8" Diameter Anchor Bolts

7-1/4" 1/2"

5/8"5-1/2"

MinEnd

Distance

MinC-C

Spacing

AnchorBolt

Diameter

AnchorBolt

Spacing

DF/SP 2x Mudsill O.C. Spacing

Hem-Fir 2x Mudsill O.C. Spacing




1) Place anchors not more than 1'-0" from end of each mudsill per code.2) Spacing is based on parallel to mudsill load direction only. 3) Concrete shall have a minimum f'c = 2500 psi. 4) Spacing applies to a maximum of 1 in 4 FA4 Foundation Anchors being

installed to mudsill and stud.5) Spacing requirements are based on lateral load capacities of anchor

bolts published in the 2012 National Design Specification.

Typical FA4 Mudsill & Stud installation

Typical FA4 Mudsill only installation

F3

F2

F1

Uplift

Prescriptive Spacing to Replace 1/2" or 5/8" Diameter Bolts

3-1/2"

4-1/8"

5-3/16"

FA4

Concrete & Masonry

Typical FA4 form board installation

Detail ADetail B

Form board

Duplex nails

FA4 Install FA4 with Tab against Form Board to Maintain Proper Angle of Embedment

Form Board

FA4

3-5/8"

Duplex Nail

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ST Foundation Anchors

ST1-TZ – For installation into concrete slab or poured stemwalls. The ST1-TZ features a prebent base flange to assure proper anchoring into concrete.

ST2-TZ – For installation into concrete slab, poured stemwalls or concrete/masonry. The ST2-TZ features a prebent base flange to assure proper anchoring into concrete.

Materials: 18 gauge Finish: G-185 galvanizing Codes: See page 10 for Code Reference Key Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• Use a minimum of two anchors per mudsill. An anchor should always be within 12"

of the end of each mudsill section. Follow spacing guidelines in chart.• Do not rely on these anchors to secure concrete sections together between cold joints.• Spread sill flanges to mudsill width prior to insertion into wet concrete (minimum

strength of 2,500 psi). Alternate installation is possible by inserting unbent flanges through 3/4" center hole pre-drilled in mudsill. Foundation anchors may also be attached to mudsill and then inserted into wet concrete. When installing ST2-TZ into concrete block, fill cells with grout with a minimum strength of 2,500 psi. Concrete block edges may need to be beveled to facilitate installation.

• ST2-TZ in masonry construction shall be installed in the core of the block and grouted with concrete grout designed for that purpose. In no case, shall they be installed in a mortar joint.

• Do not use in red clay brick.

Uplift F1 F2

Ref. No. Qty Type Qty Type 160% 160% 160%

ST1-TZ MAB15, MAB15Z

18 4 8d x 1-1/2 HDG 4 8d x 1-1/2 HDG 8-1/2" *3'-3" 825 565 745

ST2-TZ MAB23, MAB23Z

18 4 8d x 1-1/2 HDG 4 8d x 1-1/2 HDG 16-1/2" *3'-3" 825 565 745

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Anchor spacing and design loads assume treated Douglas Fir-Larch with Fc perpendicular @ 625 psi; replaces code prescribed 1/2" anchor bolt with standard washer, spaced 6 ft. on center. 3) If installed in the alternate configuration, the ST1-TZ shall be embedded 7-1/4" and ST2-TZ 15". 4) NAILS: 8d x 1-1/2" nails are 0.131" dia. x 1-1/2" long. *When a 2 x 8 mudsill is used for ST1-TZ or ST2-TZ, maximum spacing is 3 feet unless alternate installation is used. New products or updated product information are designated in blue font.

PlateSize

Fastener Schedule4

USPStock No.

2 x 4 - 6

SteelGauge

MudsillTop

MudsillSide

130

CodeRef.

Min.Embed.3

(E)

Max.Spacing2

(Feet)

DF/SPAllowable Loads (Lbs.)1

Corr

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DO NOT install ST1-TZ and ST2-TZwithout pre-bending sill flanges

in “Y” configuration

ST1-TZ ST2-TZ

Spread sill flanges to sill width prior to

insertion into wet concrete

10"18"

Alternate ST1-TZ installation with 3/4" center hole

Drill a 3/4" dia. hole into sill plate

F2F1

Uplift

Alternate ST2-TZ installation with 3/4" center hole in mudsill

Drill a 3/4" dia. hole into sill plate

Concrete & Masonry




Typical ST1-TZinstallation in concrete

Min embed 8-1/2"

E

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FWAN Foundation Wall Anchor

USP’s FWAN-TZ Foundation Wall Anchor is designed to transfer in-plane and out-of-plane foundation wall loads imposed by soil through the joist/blocking into the floor diaphragm. The unique design allows for installations that straddle the joist/blocking eliminating bending stresses in the rim board that result from offset installations.

The FWAN-TZ offers two methods of installation: 1 . Centered Installation• Compatible with joist/blocking up to 3-1/2 inches wide• Highest load capacities for transfer of out-of-plane

loads into floor framing • Rim board splices allowed anywhere along the wall2 . Offset Installation• Installs in the space between the joists/blocking• Out-of-plane loads are transferred thru the rim board

into the floor framing • Offsets up to 4 inches

Materials: 16 gaugeFinish: G-185 galvanizing Codes: See page 10 for Code Reference Key Chart

Installation:• Centered Installation - Fill only triangle holes when nailing

to the rim board.• Offset Installation - Fill only diamond holes when nailing

to the rim board.• FWAN-TZ must be installed tight to the outside face of the rim board.• Minimum sill plate thickness is 1-1/2 inches. • Offset Installations require that the FWAN-TZ be installed within

4 inches of the joist/blocking.• For Offset Installations, install with two narrow tabs against rim board.

Splices in the rim board are not permitted in the space between the joist/blocking where the FWAN-TZ is installed.

• The designer must specify the anchor bolt size, spacing and embedment necessary to transfer the foundation loads into the sill plate. Stresses in the sill plate must be considered when determining the maximum spacing of the anchor bolts.

FWAN-TZ

4"

2-1/16"

1"

4"

2-1/16"8-1/16"

Foundationwall

Foundationwall

FWAN-TZ

FWAN-TZ

Sill plate

Sill plate

Sill plate

Sill plate

Joist

Joist

Joist or Blocking

Joist

Rimboard

Rimboard

Rimboard

Rimboard

Outside view Inside view

F1

F2

F2

F1

Outside view Inside view

Centered Installation Typical FWAN-TZ centered on joist/blocking

Offset Installation Typical FWAN-TZ offset max 4” from joist/blocking

Sill

Ref. No. Plate Qty Type Qty Type 90% 100% 160% 90% 100% 160% 90% 100% 160% 90% 100% 160%

1-1/8" OSB 455 465 465 915 1000 1200 410 410 410 800 870 10552x Rim 455 500 585 915 1000 1480 455 500 515 800 870 1300

1-3/4" LVL 455 500 585 915 1000 1480 455 500 515 800 870 13001-1/8" OSB 455 465 465 1370 1500 1610 410 410 410 1200 1310 1415

2x Rim 455 500 585 1370 1500 1825 455 500 515 1200 1310 16051-3/4" LVL 455 500 585 1370 1500 1825 455 500 515 1200 1310 1605

1-1/8" OSB 455 460 460 560 560 560 410 410 410 500 500 5002x Rim 455 500 580 915 1000 1090 455 500 515 800 870 965

1-3/4" LVL 455 500 580 915 1000 1090 455 500 515 800 870 9651-1/8" OSB 455 460 460 560 560 560 410 410 410 500 500 500

2x Rim 455 500 580 1090 1090 1090 455 500 515 965 965 9651-3/4" LVL 455 500 580 1090 1090 1090 455 500 515 965 965 965

1) Allowable loads have been reduce 10% for permanent sustained loads, no further reduction is required. 2) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 3) F1 loads are parallel to the sill plate. 4) F2 loads are perpendicular toward the sill plate. 5) The designer must specify the type, size and spacing of fasteners connecting the sill plate to the foundation wall. 6) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long. New products or updated product information are designated in blue font.

4 10d x 1-1/2

FWAN-TZ FWANZ

Centered on Joist/Blocking

2x6, 2-2x6,3x6, 4x6

12 10d x 1-1/2 4 10d x 1-1/2

Offset from Joist Blocking (Max Offset 4")

2x4, 2-2x4,3x4, 4x4

8 10d x 1-1/2 4

CodeRef.

2x4, 2-2x4,3x4, 4x4

8 10d x 1-1/2 4 10d x 1-1/2

Corr

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Hem-Fir Allowable Load (Lbs.)1,2

14,F7, R9

10d x 1-1/2

2x6, 2-2x6,3x6, 4x6

12

Fastener Schedule6 DF/SP Allowable Load (Lbs.)1,2

10d x 1-1/2

USPStock No.

F23,4F13,4 F23,4F13,4Sill Plate Rim BoardRim

Board Material

4-1/2"

4-1/2"

Concrete & Masonry




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Sill plate

Sill plate

Sill plate

Foundation wall

Foundation wall

Foundation wall

USP WS3 screw

USP WS3 screw

USP WS3 screw

SRCP plate

SRCP plate

SRCP plate

½" 0/ Post-installedconcrete/masonry anchor



F1

F1

F1

F2

F2

F2

F3

F3

F3

1/2" maxwithout shim

1/2" max

1-1/2" maxwith shim

Typical SRCP installationwithout shim, 1/2" max setback

Figure 1

Figure 3

SRCP Sill Retrofit Connector Plate

USP’s SRCP Sill Retrofit Connector Plate is designed as a retrofit sill-to-foundation connection that can be installed where there is minimal space between the floor framing and top of the foundation wall. The economical design is targeted for use in seismic regions and yet is also suitable for use as a supplementary connection in high wind areas. The SRCP Sill Retrofit Connector Plate can be installed without shims anywhere the face of the sill plate is within 1/2" of the face of the foundation wall.

Materials: 10 gauge Finish: G90 galvanizing Codes: See page 10 for Code Reference Key Chart

Installation:• For sill plate setbacks from 1/2” to 1-1/2”, install

a wood shim (a minimum of 15” long) tight against the sill plate and flush with the foundation wall. See Figure 3. Note: For any installations with a sill plate setback, a shim plate is required to transfer load in the F3 direction.

• Install the five WS3 screws (included) in the slotted holes of the SCRP plate, thru the shim (if applicable) and into the sill plate. The WS3 screws should be installed 3/4” above the bottom of the sill plate (i.e. centered in the narrow face for a 2x sill).

• Drill and install two 1/2” diameter Powers Power-Stud® anchors (or equivalent) into the foundation wall. See manufacturer’s literature for proper installation of post-installed anchors.

F1 F2 F3

Ref. No. W H Qty Dia. Qty Type 160% 160% 160%Figure 1 1570 360 --Figure 2 1570 -- 360

Figure 3 5 1570 360 360

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) WS3 wood screws are 1/4" x 3" and are included with each SRCP connector. 3) Use 1/2" diameter Powers Power-Stud® anchors with minimum 3" embedment or equivalent. 4) Minimum concrete strength f'c = 2,500 psi. 5) The shim must be fastened to the sill by means other than the WS3 wood screws. New products or updated product information are designated in blue font.

USPStock No.

Dimensions (in)

Concrete3,4

14,F7, R9

SRCP FRFP 10 11 6 6' 2 1/2 5 WS3

CodeRef.

Sill Plate2

InstallationType

DF/SPAllowable Load (Lbs.)1

Steel Gauge

Maximum Spacing to

Replace 1/2" or 5/8"Anchor Bolt

Fastener Schedule

Typical SRCP installationwithout shim, 1/2" max overhang

Shim added between SRCP Plate & Sill. The shim must be fastened to the sill by means other than the WS Screws.

Typical SRCP installationwith shim, 1-1/2" max setback

11"

6"

SRCP

Figure 1

Figure 2

Figure 3

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SRC Sill Retrofit Connector

The SRC Sill Retrofit Connector has been engineered as a ductile retrofit for older buildings in high seismic zone regions that require additional reinforcement. It can be installed where there is minimal space between the floor framing and top of the foundation wall. The SRC can also be used to reinforce buildings in high velocity wind zones.

The two-piece design easily adjusts to foundations of varying thickness and can also be used where the sill plate may not be parallel to the face of the foundation wall.

Materials: Channel - 12 gauge, Plate - 10 gauge Finish: G90 galvanizing Codes: See page 10 for Code Reference Key Chart

Installation:• Use all specified fasteners. • USP WS6 wood screws are supplied with each SRC connector.• Contact Customer Service for offsets more than 2-1/2".

F1

Ref. No. Components W H Qty Dia. Qty Type 160%Channel 12 11 1-1/4

Plate 10 11 6

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) WS6 wood screws are 1/4" x 6" and are included with each connector. 3) Use 1/2" diameter Powers Power-Stud® anchors with minimum 3" embedment or equivalent. 4) Minimum concrete strength f'c = 2,500 psi. New products or updated product information are designated in blue font.

CodeRef.

Sill Plate2

5 WS6 140514,

F7, R9

DF/SP Allowable Load (Lbs.)1

URFP SRC

Steel Gauge

2 1/2

Maximum Spacing to

Replace 1/2" or 5/8"Anchor Bolt

6'

Fastener Schedule

USPStock No.

Dimensions (in)

Concrete3,4

2) Drill and install concrete anchors 1) Install 5 - WS6 screws

Recommended Installation Sequence

Typical SRC installationon rectangular foundation

SRC Channel

Foundation wall

SRC Plate

1/2"Ø Post-Installedconcrete/masonryanchor

USP WS6 screw

Sill plate

F1

2-1/2"Max

SRC components

Typical SRC installationon trapezoidal foundation

SRC channel

Foundation wall

SRC Plate

1/2"Ø Post-Installedconcrete/masonryanchor

2-1/2"Max

USP WS6 screw

Sill plate

F1

20°Max

1-1/4"

2-1/2" 11"

11"

6"

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SFA / SFJA Foundation Anchors

SFA – Mudsill anchors for retrofit applications. Features a slotted bend line for easy adjustment when foundation walls are slanted.

SFJA – Ties floor joists directly to foundations with bolt fastening.

Materials: 12 gauge Finish: G90 galvanizing Codes: See page 10 for Code Reference Key Chart

Installation:• Use all specified fasteners. See Product Notes, page 18. • A design professional must specify anchor bolt

type, length, and embedment. Anchor bolts are laterally loaded. Follow installation instructions for epoxy adhesive.

• Allowable loads assume a minimum concrete compressive strength of 2,500 psi.

• Bolts must be ordered separately. See page 25 for available sizes.

F1 Uplift

Ref. No. Qty Dia. Qty Type Qty Dia. 160% 160% SFJA FJA 12 1 5/8 -- -- 2 5/8 -- 1305 SFA8 -- 12 2 1/2 7 10d x 1-1/2 -- -- 875 --

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) All bolts shall meet or exceed the specifications of ASTM A 307. 3) NAILS: 10d x 1-1/2 nails are 0.148" diameter by 1-1/2" long.

Fastener Schedule

CodeRef.

130

DF/SP


USPStock No.

SteelGauge

Nails3 Bolts2

FramingAnchorBolts

Typical SFA8 installation

SFA8

F1

Typical SFJA installation

Uplift

8"

6"

7"

SFJA

1-1/2"

1-1/2"

6-1/2"

6"

1/2" max gap distance

Concrete & Masonry

Typical RP6 installation RP6

Uses heavy gauge HRPO steel and a large surface area to distribute seismic forces on masonry exteriors.

Materials: 3/8" plateFinish: USP primerOptions: See Chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Key Chart

Installation:• Install with a 3/4" diameter steel threaded rod.

Ref. No.

RP6 RP6 120

CodeRef.

Corr

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USPStock No.

RP Retro Plate




6"

3"

6"

3"

3/4" dia. threaded rod

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KGLB / KGLBT / KHGLB Laminated Beam Seats

KGLB – Single bolt, bearing only.

KGLBT – Double bolt with Structural Tee provides uplift and horizontal resistance.

KHGLB – Double bolt design provides uplift and horizontal resistance.

Materials: Flanges – 1/4" steel Bearing Plate – See chart for “T” dimension Anchor dowels – 3⁄4" x 12" rebar

Finish: USP primer Options: Consult USP for non-catalog variations. Codes: See page 10 for Code Reference Key Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• Bolt holes shall be a minimum of 1⁄32" to a maximum of 1⁄16" larger

than the bolt diameter.• Concrete or masonry walls must be checked by a design

professional for adequacy to resist lateral or uplift loads transferred from the beam seat anchor.


Typical KGLB installation

F23,4 Uplift 1603

Ref. No. D L T Qty Dia. 5-1/8 6-3/4 8-3/4 10-3/4 160% KHGLBA HGLBA 3-1/4 to 9 5 10 3/8 2 3/4 18750 11790 15525 20125 -- -- 9870 3905 KHGLBB HGLBB 3-1/4 to 9 6 10 3/8 2 3/4 22500 14145 18630 24150 -- -- 9870 3905 KHGLBC HGLBC 3-1/4 to 9 7 10 3/8 2 3/4 26250 16505 21735 28175 -- -- 9870 3905 KHGLBD HGLBD 3-1/4 to 9 8 10 3/8 2 3/4 30000 18860 24840 32200 -- -- 9870 3905 KGLBT512 GLBT512 3-1/4 to 11 5-1/4 12 5/16 2 3/4 24750 12965 17080 22140 27200 9870 3905 KGLBT612 GLBT612 3-1/4 to 11 6-1/2 12 3/8 2 3/4 29250 15325 20185 26165 32145 9870 3905 KGLBT516 GLBT516 3-1/4 to 15 5-1/4 16 5/16 2 3/4 27200 12965 17080 22140 27200 9870 3905 KGLBT616 GLBT616 3-1/4 to 15 6-1/2 16 3/8 2 3/4 32145 15325 20185 26165 32145 9870 3905 KGLBT520 GLBT520 3-1/4 to 19 5-1/4 20 5/16 2 3/4 27200 12965 17080 22140 27200 9870 3905 KGLBT620 GLBT620 3-1/4 to 19 6-1/2 20 3/8 2 3/4 32145 15325 20185 26165 32145 9870 3905

1) Beams must fully bear on plates. 2) The loads on concrete are based on allowable wood bearing stress perpendicular to the grain of 460 psi and actual beam width times beam bearing length. 3) Allowable loads have been increased 60% for wind or seismic loads and are based on bolt in wood values only. Loads assume concrete or masonry structure is adequate to resist loads in those directions. 4) Loads must be be reduced if the allowable lateral load (F2) for masonry or concrete column governs. 5) Designer shall specify minimum edge and spacing requirements in masonry or concrete structure.

130

Allowable Bearing Loads (Lbs.)1,5

On Concrete with Beam Width2

Masonry@ 375 psi

Min. 3-1/8 Beam

Width (W)USP

Stock No.Range

W

Dimensions (in)

CodeRef.

Bolt Schedule

Ref. No. W L T D Qty Dia. Concrete3

KGLB5A GLB5A 5-1/4 7 1/4 5 1 5/8 11790 11790 KGLB5B GLB5B 5-1/4 7 3/8 6 1 5/8 14145 14145 KGLB5C GLB5C 5-1/4 7 3/8 7 1 5/8 16505 16505 KGLB5D GLB5D 5-1/4 7 3/8 8 1 5/8 18860 18860 KGLB7A GLB7A 6-7/8 9 1/4 5 1 3/4 15525 15525 KGLB7B GLB7B 6-7/8 9 3/8 6 1 3/4 18630 18630 KGLB7C GLB7C 6-7/8 9 3/8 7 1 3/4 21735 21735 KGLB7D GLB7D 6-7/8 9 3/8 8 1 3/4 24840 24840

1) Beams must fully bear on plates. 2) The loads are based on the bearing value listed times the bearing area equal to W x D. (Note that full bearing plate area is not used.) Bearing loads shall be reduced where limited by wood bearing on the plate. 3) The loads on concrete are based on allowable wood bearing stress perpendicular to the grain of 460 psi and actual beam width times beam bearing length. 4) Designer shall specify minimum edge and spacing requirements in masonry or concrete structure. 5) Concrete or masonry support structure is assumed adequate to support loads listed.

130

Dimensions (in) Allowable Bearing Loads (Lbs.)1,4,5

USPStock No.

Masonry

@ 375 psi2CodeRef.

Bolt Schedule

1/2" min clearance

Bearing plate

Concrete pilaster

Rebar welded to bearing plate

Uplift

F2

Concrete & Masonry

KHGLB

KGLB

KGLBT

3" W

D

3-1/2"

L T

12"

Structural tee

12"

4"

3"

3"

1-1/2"

1-1/4"

T

3-1/2"

2-1/2" 2-1/2"

1-1/4"

T3"

L

D

L D

W

3"

1-1/2"

W

KGLB Load Table

KHGLB / KGLBT Load Table

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KGH Floor Girder Hangers

Connects girder beams to foundation walls and eliminates the need to block out pockets or inserts while forming foundation.

Materials: 12 gaugeFinish: USP primerOptions: Consult USP for non-catalog design variations


Installation:• Use all specified fasteners. See Product Notes, page 18.• H dimension assumes 2x mudsill. For 3x or larger mudsill,

please contact factory.• The 1-1⁄2" hole, centered in the saddle, allows for installation

over any protruding foundation bolts. This is not required. • Placement of a wood sill over the top of the KGH top flange

is required to achieve allowable loads.

Specialty Options Chart – refer to Specialty Options pages 245 and 247-248 for additional details.

Dimensions (in)

Ref. No. W L D S H Qty Type 100% 125% 4 x 6 KGH46-6 GH46-6 12 3-9/16 5 3-1/4 6 4 4 16d 2050 2050 4 x 6 KGH46-8 GH46-8 12 3-9/16 5 3-1/4 8 4 4 16d 2050 2050 4 x 8 KGH48-6 GH48-6 12 3-9/16 5 3 6 6 4 16d 2050 2050 4 x 8 KGH48-8 GH48-8 12 3-9/16 5 3 8 6 4 16d 2050 2050 6 x 6 KGH66-6 GH66-6 12 5-1/2 6-1/4 3 6 4 4 16d 2035 2035 6 x 6 KGH66-8 GH66-8 12 5-1/2 6-1/4 3 8 4 4 16d 2035 2035 6 x 8 KGH68-6 GH68-6 12 5-1/2 6-1/4 3 6 6 4 16d 2035 2035 6 x 8 KGH68-8 GH68-8 12 5-1/2 6-1/4 3 8 6 4 16d 2035 2035

1) NAILS: 16d nails are 0.162˝ dia. x 3-1/2˝ long.

CodeRef.

8, F4, R10

Fastener

Schedule1

GirderSize

USPStock No.

SteelGauge

DF/SP AllowableLoads (Lbs.)

Option Skewed1,2 Saddle

Range 1˚ to 45˚ --

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) For skewed hangers, the required cut type (square or bevel) of joist member may vary based on skew angle and width of hanger. Some square cut hangers will require custom pricing due to welded back plate.

AllowableLoads

Ordering

100% of table load.100% of table load

per side.

Add SA, and saddlewidth required

to product number.Ex. KGH46-6_SA=5-1/2"

Add SK , angle required,right (R ) or left (L ), and

square cut (SQ ) or bevel cut (BV )to product number.

Ex. KGH46-6_SK45R_BV

Typical KGH installation

KGH

S

1"

H

L

W D

KGH saddle

Concrete & Masonry

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Copyright © 2018 M


PHD / PHDA Predeflected Holdowns

Holdowns

Reduces eccentricity in the studs/post with decreased centerline dimension. No thru-bolts to countersink.

Materials: See chart

Finish: G90 galvanizing


Installation:• Use all specified fasteners. See Product Notes, page 18.• Place the PHD/PHDA over the anchor bolt . No washer

is required .• Install with USP’s code evaluated WS3 (1/4" x 3")

Wood Screws, which are provided with the holdown.• Tighten anchor bolt nuts finger tight to base plus

1/3 to 1/2 additional turns with a wrench.• PHD/PHDA Predeflected Holdowns may be installed

off sill plate with no load reduction .• The design engineer may specify any alternate anchorage

calculated to resist the tension load for a specific application. Anchorage exposure length should take the bearing plate height of 1-5/8" into account, anchor bolt thread should visibly extend above nut.

• If used to anchor a built-up post, such as a double 2 x 4, the post component shall be designed to act as a single unit. Holdown fasteners specified shall not be considered to attach multiple plies together.

• For anchorage options see STBL Anchor Bolt section on pages 35-36.

Typical PHD5A installation

PHD8 PHD5A

DF/SP S-P-F

Ref. No. W H D CL8 Qty Dia. Qty 160% 160% PHD2A HDU2-SDS2.5 14 3 7-3/4 2-5/8 1-3/8 1 5/8 6 3215 2700 0.155 PHD4A HDU4-SDS2.5 14 3 9-3/4 2-5/8 1-3/8 1 5/8 10 5215 4380 0.137 PHD5A HDU5-SDS2.5 14 3 11-11/16 2-5/8 1-3/8 1 5/8 14 6525 5480 0.135 PHD8 HDU8-SDS2.5 12 3-1/4 16-1/2 3 1-3/8 1 7/8 24 8185 6875 0.062

1) Allowable loads have been increased 60% for wind and seismic loads; no further increase shall be permitted. 2) The designer must specify anchor bolt type, length, and embedment. 3) Deflections are derived from static, monotonic load tests of devices connected to DF-L wood members with specified fasteners. 4) The designer shall consider the effect of compression, bearing, tension, and combined bending due to device eccentricity when applicable. 5) The PHD/PHDA may be elevated off the sill. 6) WS3 wood screws are 1/4" x 3" and are included with PHD/PHDA models. 7) Minimum post thickness is 3". Consult USP for installations less than 3". 8) "CL" denotes the distance between the post and center of the anchor bolt.

30,F31,R16

USPStock No.

SteelGauge

Dimensions (in) Fastener Schedule Allowable Tension Loads (Lbs.)1,4,7

Anchor

Bolts2

WS3 Wood

Screws6

CodeRef.

Deflection atAllowable Load

Δ (in) at 160%3,5

D

CL

H

W

1-5/8"

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LTS / LTTI Tension Ties

Holdowns

LTS series – The LTS19 is designed for nail-on installation to 2x joists or studs, and the LTS20B provides a nail or bolt fastening option. The LTS20B will accommodate wood I-Joists if 10d x 1-1⁄2" nails are used instead of the specified 16d nails.

LTTI31 – An open web joist tension tie designed for use with masonry or concrete construction.

Materials: See chart

Finish: G90 galvanizing; LTS19-TZ — G-185 galvanizing


Installation:• Use all specified fasteners to attach the strap portion of the connector

to the side of stud, post, joist, purlin, or beam. Secure the base to the concrete or masonry wall with specified anchor bolt. A design professional shall specify the type, length, and embedment of the anchor bolt. No washers required.

• Washers are not required on transfer plates that fit over the anchor bolt.

• LTTI31 and LTS connectors must be mounted flush to the surface of the mudsill.

• Allowable loads are based on either nail or bolt fastening; nail and bolt values cannot be combined.

• Tighten anchor bolt nuts finger tight to base plus 1/3 to 1/2 additional turns with a wrench.

• Bolts must be ordered separately. See page 25 for available sizes. LTTI31

LTS20BLTS19-TZTypical LTS installation

Typical LTTI31 installation

Ref. No. Strap Plate W L D CL Qty Dia. Qty Type 160% Δ (in)5

LTTI31 LTTI31 18 3 3-3/4 31 2-5/8 1-3/8 3 1 5/8 18 10d x 1-1/2 2805 0.175 LTS19-TZ LTT19 16 3 1-3/4 22-1/4 3 1-1/2 2-1/2 1 3/4 8 10d 1205 0.132

10 10d x 1-1/2 1100 0.12810 16d 1105 0.1282 1/2 1175 0.128

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Bolts require a minumum length of 1-1/2" in vertical member for the listed loads. 3) 16d sinkers may be substituted for the specified 10d common nails with no load reduction. 4) The designer must specify anchor bolt type, length and embedment depth. 5) Deflections are derived from static, monotonic load tests of devices connected to DF wood members with specified fasteners. 6) LTTI and LTS holdowns shall be installed tight to the sill plate. 7 ) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long.

SteelGauge

LTS20B LTT20B

USPStock No.6

CodeRef.

12

Fastener Schedule

NailSpacing

1-1/2 3-3/4 1

Dimensions (in)

3 2 20 3

AnchorBolt4

Strap2,3,7

30,F31

3/4

DF/SPAllowable Tension

Loads (Lbs.)1

Corr

osio

n Fi

nish

Hanger not shown

1/4" transfer plate

W

L

DCL

2-1/2"

1/4" transfer plate

W

L

DCL

3-3/4"

6-1/4"

W

L

D

6-3/16"

6"

3/8" Typ.

2-3/8"

11/16"

CL

52

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HTT Tension Ties

Secures multi-ply studs or posts to mudsills or foundation. Nail fastening makes for a convenient connection to studs or posts in cramped retrofit installations.

Materials: See chart Finish: G90 galvanizing Codes: See page 10 for Code Reference Key Chart

Installation:• Use all specified fasteners to attach the strap portion of the

connector to the side of stud, post, joist, purlin, or beam. Secure the base to the concrete or masonry wall with specified anchor bolt. A design professional shall specify the type, length, and embedment of the anchor bolt.

• HTT45 Max – Fill all round and diamond nail holes.• Washers are not required on transfer plates that fit over the

anchor bolt.• Tighten anchor bolt nuts finger tight to base plus 1/3 to 1/2

additional turns with a wrench.• LL930 LumberLok screws are included with HTT45KT.

HTT16 HTT45

Typical HTT45 Max installation

Typical HTT16 installation

Ref. No. W L D CL Qty Dia. Qty Type 160% Δ (in)4,5

HTT16 HTT4 10 2-1/2 16 2 1-3/8 1-3/4 -- 1 5/8 18 10d 3610 0.14210d 4215 0.115

16d x 2-1/2 4160 0.10810d 5795

16d x 2-1/2 5005 HTT45KT 6 HTT5KT 10 2-1/2 16 2 1-3/8 1-3/4 -- 1 5/8 26 LL930 5865 0.113 130

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) 16d sinkers may be substituted for the specified 10d common nails with no load reduction. 3) The designer must specify anchor bolt type, length and embedment depth. 4) Deflections are derived from static, monotonic load tests of devices connected to DF wood members with specified fasteners. 5) HTT holdowns raised off of the sill plate may have higher deflection values. 6) HTT45KT is sold as a kit and includes (1) HTT45 and (26) LL930 screws. 7) LL930 LumberLok Screws are #9 x 2-7/8" long. 8 ) NAILS: 10d nails are 0.148" dia. x 3" long, 16d x 2-1/2" nails are 0.162" dia. x 2-1/2" long. New products or updated product information are designated in blue font.

USPStock No.

CodeRef.

1-3/810

NailSpacing

21,F14,R17

AnchorBolt3

Strap2,3,7,8

18

26

DF/SP Allowable Tension

Loads (Lbs.)1

Fastener Schedule

Min/Max

Min

Max 0.101

Dimensions (in)

HTT4, HTT5

1-3/42-1/2 16 2

SteelGauge

HTT451 5/8

1 5/8

Holdowns

W

L

DCL

W

L

Standard round nail holes for

minimum nailing

Additional diamond holes for maximum

nailing

DCL

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TD / TDX Holdowns

TD – Different welded configurations and sizes achieve a great deal of versatility within the TD series.

TDX – The TDX2 and TDX5 feature formed designs, all others are welded. All are self-jigging.

All models, except TD2, TD5, and TD7, feature a self-jigging design with code required end distances built in . (End distance = 7 bolt diameters from the top of the sill to the center of the first bolt hole in the studs or post .)

Materials: See chartFinish: TDX2-TZ – G-185 galvanizing; All others – USP primerCodes: See page 10 for Code Reference Key ChartPatents: #5,092,097 — TDX2

Installation:• Use all specified fasteners. See Product Notes, page 18.• Do not use lag bolts. Washers are not required for anchor bolts or

between holdown and bolt hex head, but standard washers should be used against stud or post under the nut. See page 37 for BP/LBP Bearing Plates.

• Bolt holes should be a minimum of 1⁄32" to a maximum of 1⁄16" larger than the bolt diameter (as per NDS® specifications).

• See pages 35-36 for STB Anchor Bolt section for anchorage options. A design professional may specify alternate anchorage with conventional anchor bolts.

• A design professional shall determine the adequacy of the stud to resist published loads. When installing to multi-ply 2x studs, the designer must specify the fasteners required to bind the plies together and resist splitting.

• Self-jigging models are designed to provide the required minimum end distance of 7 bolt diameters from the bottom of the stud or post to the centerline of the first bolt hole.

• Tighten anchor bolt nuts finger tight to base plus 1/3 to 1/2 additional turns with a wrench. Wood members may shrink over time; if possible, nut tightness should be checked periodically.

• If used to anchor a built-up post, such as a double 2 x 4, the post component shall be designed to act as a single unit. Holdown fasteners specified shall not be considered to attach multiple plies together.


Typical TDX2-TZinstallation

Holdown installationbetween floors

Typical TDX2-TZ back-to-backinstallation

Typical TD15installation

TDX6

TDX2-TZ

Typical TDX6installation

Moisture barrier may be required

Washer required under anchor

bolt nut

TD15 = 3-3/8" TD9 & TD12 = 3-1/2"

Use bearing plates between nut and stud BP's required by the City of Los Angles.

Check with your local building code. (NDS

section 11.1.2.3 requires a metal plate, metal strip, or min. of a

std. cut washer.

End distance

Wall stud

Threaded rod

H

H

D

D

W

W

CL

CL

3-1/2"

3-1/2"

End dist.

End dist.

9/16"


Holdowns

9/16"

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owns

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TD / TDX Holdowns

Ref. No. W H D CL Qty Dia. 160% Δ (in)8

1-1/2" 2405 0.122 6

3" 4040 0.140 6

3-1/2" 4040 0.140 6

5-1/2" 4040 0.140 6

1-1/2" 4600 0.095 6

3" 8195 0.125 6

3-1/2" 9420 0.139 6

5-1/2" 10510 0.152 6

3" 9330 0.146 6

3-1/2" 10715 0.160 6

4-1/2" 13370 0.169 6

5-1/2" 13500 0.170 6

3" 12070 0.132 6

3-1/2" 13960 0.142 6

4-1/2" 16550 0.185 6

5-1/2" 16550 0.185 6

3" 14505 0.167 6

3-1/2" 16845 0.178 6

4-1/2" 20710 0.155 6

5-1/2" 20390 0.153 6

1-1/2" 1920 0.150 6

3" 3295 0.169 6

3-1/2" 3295 0.169 6

5-1/2" 3295 0.169 6

1-1/2" 2340 0.079 6

3" 4515 0.151 6

3-1/2" 4530 0.151 6

4-1/2" 4530 0.151 6

1-1/2" 2835 0.093 6

3" 5350 0.128 6

3-1/2" 5805 0.138 6

4-1/2" 5805 0.138 6

1-1/2" 4160 0.060 6

3" 7870 0.132 6

3-1/2" 9125 0.172 6

4-1/2" 9125 0.172 6

3" 10140 0.128 6

3-1/2" 10570 0.137 6

4-1/2" 10570 0.137 6

5-1/2" 10570 0.137 6

3" 11995 0.117 6

3-1/2" 13895 0.146 6

4-1/2" 15015 0.166 6

5-1/2" 15015 0.166 6

1) Allowable loads shown are for single shear connections and may be doubled for back-to-back installations. The designer must verify post and anchor bolt capacities. 2) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 3) The designer must specify stud or post to resist published load values. 4) The designer must specify anchor bolt type, length, and embedment. 5) All models may be installed with greater than the required anchor end distance with no chart load reduction. 6) Deflections are derived from static, monotonic load tests of devices connected to DF wood members and consider both the deflection of the holdown and cross grain crushing of the wood post. 7) The designer shall consider the effect of compression, bearing, tension, and combined bending due to device eccentricity when applicable. 8) Holdowns raised off of the sill plate may have higher deflection values. New products or updated product information are designated in blue font.

30,F31,R16

21,F14,R17

Corr

osio

n Fi

nish

TD9

TD12

TD15

USPStock No.11

SteelGauge

BoltsAnchor

BoltDia.

CodeRef.


Loads (Lbs.)1,2,3

Length of Bolt

in VerticalMember

Dimensions (in) Fastener Schedule4

Min.RequiredBolt End

Distance5

5-1/43/46-3/8

3-3/8 11-7/8 3-5/8 2-1/8

16-1/2 4-1/4 2-1/8

7

3

3

3

3

TDX14

--

--

--

HD19

--

--

HD12

HD3B

HD5B

HD7B

HD9B

TDX2-TZ

TDX5

TDX6

TDX8

TDX10

TD5

TD7

3 4

3/42-1/83-3/4

12

10

7

7

2-1/16 8-1/8 2-3/4

7

1-1/2 5/8

2-1/83-1/2 25

3-1/2 20-1/2 4-1/4 2-1/8

3 2

3

7

1-1/8

1-1/8

1-1/4

1-1/8

3

4

3

4

5

2

2

2

30,F31,R16

3-3/8

3-1/2 20-1/2 3-5/8

2

2

2

2

2-1/8

3-1/2 14-5/8 3-3/4

3-1/2 18-1/8 3-3/4

2-1/2 9-3/8 3-7/8

3-1/2 11-1/8 3-3/4

4-3/8

5/8

30,F31

1 1 7

3/4

7/8

7/8

7/8

3/4

7/8

7/8

7/8

5-1/4

6-1/8

6-1/8

6-1/8

1 7

6-1/8

4-1/2

7/8

1 7

1

Holdowns




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The following are some of the sources of deflection that should be evaluated by the designer. See the illustration, which applies to other holdown configurations.

A . Improperly-sized stud/post bolt holes – increased bolt slip can occur if stud/post bolt holes are oversized and exceed the NDS® recommended bolt hole diameter.

B . Stud/Post bolt holes – bolt slip can occur.

C . Wood crushing at stud/post bolt hole perimeters –the use of larger washers/bearing plates can reduce stress-induced wood crushing at bolt bearing locations.

D . Eccentricity in stud/post caused by holdown – holdowns installed on only one side of a stud or post result in an eccentricity which causes increased stresses and movement in a shearwall system.

E . Nut spin – anchor bolt nuts that are not restrained can spin loose during cyclic loading, allowing movement; the use of steel nylon locking nuts or thread adhesive may prevent nut spin.

F . Loose nuts – increased movement can occur when nuts are not sufficiently tightened.

G . Holdown deflection – holdown deflection can occur when the shearwall system is subjected to cyclic stress from earthquakes or high wind.

H . Wood shrinkage – due to drying, wood may shrink and cause bolted connections to become loose; periodic retightening may be required.

I . Localized crushing at wood-bearing surfaces – excessive crushing at wood-bearing surfaces may result from compressive forces due to overturning during high wind or earthquake loading.

Shearwallend post

Bearing plates

Holdown

Woodsill plate

Holdownanchor bolt

Foundationconcrete

A

B

D

E F

G I

C

Sources of Deflection at the Shearwall Holdown ConnectionsHoldowns

H

56

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owns

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UPHD Holdowns

Engineered for high capacity with minimum deflection and low eccentricity.

Materials: See chartFinish: USP primerCodes: See page 10 for Code Reference Key Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• Place holdown over anchor bolt and drive screws into post.• Tighten anchor bolt nuts finger tight to base plus 1/3 to 1/2

additional turns with a wrench. • Holdown may be installed off of the plate with no load reduction.• Post may be shimmed provided the shim acts as a single unit with

the post. Holdown fasteners specified shall not be considered to attach shim to post. Shim shall be a structural material equal or better than the post material. Consult a designer or an engineer of record for appropriate fastening of shim.

Alternate installations:• Drill hole in concrete or masonry and insert retrofit anchor (i.e. epoxy

anchor) capable of resisting uplift and lateral loading.• Place holdown over anchor bolt and drive screws into post.• Tighten anchor bolt nuts finger tight to base plus 2-3 additional turns

with a wrench.• Post may be shimmed provided the shim acts as a single unit with the

post. Holdown fasteners specified shall not be considered to attach shim to post. Shim shall be a structural material equal or better than the post material. Consult a designer or an engineer of record for appropriate fastening of shim.

Tension1,5,7

Ref. No. W H D CL Qty 160% 160% UPHD8 HDQ8-SDS3 10 3-1/4 17-1/2 3-1/8 1-3/8 7/8 24 9165 0.075 7695 UPHD9 HDU11-SDS2.5 10 3-1/4 17-1/4 3-1/2 1-1/2 1 24 11270 0.057 9465 UPHD11 HHDQ11-SDS2.5 7 3 15-1/8 3-1/2 1-1/2 1 24 14395 0.077 12090

UPHD14 HDU14-SDS2.5, HHDQ14-SDS2.5

7 3 18-3/4 3-1/2 1-1/2 1 30 16695 0.082 14020

1) Allowable loads have been increased 60% for wind and seismic loads; no further increase shall be permitted. 2) The designer must specify anchor bolt type, length, and embedment. 3) Deflections are derived from static, monotonic load tests of devices connected to DF-L wood members with specified fasteners. 4) The designer shall consider the effect of compression, bearing, tension, and combined bending due to device eccentricity when applicable. 5) The UPHD may be elevated off the sill. 6) WS3 wood screws are 1/4 " x 3" and are included with UPHD models. 7) Minimum post thickness is 3" or greater. Consult USP New products or updated product information are designated in blue font.

CodeRef.

WS3 Wood

Screws6

30,F31,R16

Δ (in)

at 160%3,5

DF/SP AllowableLoads (Lbs.)

S-P-F AllowableLoads (Lbs.)

Tension1,5,7

USPStock No.

SteelGauge

Dimensions (in) Fastener Schedule

AnchorBolt

Dia.2

Typical UPHDinstallation

UPHD

Typical UPHDconcrete

wall installation

W

H

DCL

Holdowns

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HPAHD / PAHD Foundation Straps

Designed to anchor wood framing to poured concrete foundations.

Materials: See chart Finish: G90 galvanizing Codes: See page 10 for Code Reference Key Chart

Installation:• Use all specified fasteners. See Product Notes, page 18 .• Bending the strap horizontally 90° to facilitate wall placement

may cause concrete behind the embedded strap to break away at the top edge (spalling). If the spall is 1" or less from the top edge of the concrete, no load reduction is necessary. If the spall is between 1" and 4", the allowable load is 0.90 of the published chart load.

• When installing on lumber less than 3-1⁄2" wide, wood splitting may occur. To reduce splitting, use 10d x 1-1⁄2" nails or fill every other hole with 16d common nails. Reduce allowable loads in accordance with code requirements.

• Straps are to be installed at the edge of concrete. Install prior to pour by nailing to form. Drive temporary nails through lowest two nail holes into form. Concrete level should reach embedment line; minimum embedment depths are listed in chart.

• Do not rely on these straps to secure concrete sections together between cold joints; take other measures to transfer the load. If there is a cold joint between slab and foundation, the minimum embedment must be made into the foundation. Fastening opportunities may be reduced because the slab pour level may be higher than some nail holes. Using fewer fasteners will reduce allowable loads. Reduce allowable load by the code capacity for each fastener not installed.

• Allowable loads based on a minimum concrete compressive strength of 2,500 psi at 28 days, with one #4 horizontal rebar in the shear cone. Rebar should be a minimum length of 2x embedment depth plus 12" (see chart for exceptions in corner installations).

• Where fewer fasteners are used in the structural wood member, reduce loads according to the code.

• There may be an increase in the amount of deflection if the strap is installed on the outside of the sheathing, versus directly to the framing members.

• Strap may be bent one complete cycle to aid installation.

Typical HPAHD22single pour edge

installation

Typical HPAHD22single pour corner and

endwall installation

Typical HPAHD22single pour rim joist installation

HPAHD

PAHD42 HPAHD22 form boardinstallation


Holdowns

2x embedment length + 12" min rebar length

Install (1) #4 rebar in shear cone

1/2" min from corner

(1) #4 rebar in shear cone

Nailed portion

13-1/2"

12" min rebar length

1/2" min from corner30" min

rebar length


H

W

D

Embedment line

IE

W

Embedment line

H

D

IE

D

IE

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owns

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HPAHD / PAHD Foundation Straps

Typical HPAHD22-2Pdouble pour corner

installation

Typical HPAHD22-2Pdouble pour edge

installation

HPAHD22-2P

Ref. No. Qty Type W H IE D

Uncracked 3300Cracked 2310








1) Predrilled holes are not required 2) The lesser of the allowable load based on anchorage to concrete or wood connection strength must be selected. 3) An edge distance of 1/2" implies that the distance from the corner of the wall to the edge of the strap is no less than 1/2". 4) An edge distance of 1.5 x IE implies that the minimum distance from the corner of the wall to the centerline of the strap is no less than 1.5 times the embedment depth. 5) For edge distances between 1/2" and 1.5 x lE calculate loads using straight line interpolation. 6) Minimum anchor spacing for full capacity is 2 x lE. For spacing less than that reduce capacity proportionally. 7) The allowable loads are based on lumber with a specific gravity of 0.50 and a moisture content of 19% or less. 8) Deformation based on wood connection strength. 9) Minimum concrete strength f'c = 2500 psi 10) Minimum 1-#4 rebar shall be installed in the shear cone 11) NAILS: 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

2-1/16

5-3/4

1.5 x IE

1.5 x IE

61/2"

24-3/4 9-1/2 4-1/8

CodeRef.

13,R2,F12

Concrete9,10

61/2"

Wood Connection

Strength CD = 1.6

MinStemwallThickness

(in)

0.095

0.095

3830

3830

2065

2065

0.118

0.118

DF/SP Allowable Tension Loads (Lbs.)2

USPStock No

SteelGa.

HPAHD22 10 23 16d

16-5/8 8 PAHD42 12 15 16d

--

-- 2-1/16

61/2" 3830 0.118

13,R2,F12

1.5 x IE 2065 0.0952-1/16 16-5/8 8 5-3/4 6 PAHD42 -- 12 15 16d

FastenerSchedule1,12 Dimensions (in)

1.5 x IE 3830 0.118

Wind5,6,7 and SDC A & B

SDC C-F

HPAHD22 -- 10 23 16d 2-1/16 24-3/4 9-1/2 4-1/8

Concrete Connection

StrengthEdge

Distance3,4

Deflection at Allowable Load Based on Wood

Connection Strength (in.)8

1/2" 2065 0.095

W H IE D Nail 160%

68

68

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) 16d sinkers (0.148" dia. x 3-1/4" long) or 10d common (0.148" dia. x 3" long) nails may be substituted for the specified 16d common nails provided the listed alowable loads are reduced 15%. 3) Rim joist application; see Figure 3 for corner condition. 4) Minimum quantity of fasteners to be installed. Product may have additional nail holes not needed to meet published allowable load of product. 5) NAILS: 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

130

26-1/4 14

16d

16d

4095

Double Pour Edge Installation - 1/2" min from corner

Figure 56-1/4 HPAHD22-2P 24

CORNER INSTALLATION - 2500 psi Concrete

Figure 4 2410 2-1/16

Dimensions (in)

StemwallWidth

FastenerSchedule2,5

CodeRef.


Loads (Lbs.)1

Double Pour Edge Installation - 8" min from corner

USPStock No.

SteelGauge

InstallationType

MinQty4

EDGE INSTALLATION - 2500 psi Concrete

5170

26-1/4 14 6-1/4 HPAHD22-2P

10 2-1/16

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.

2) 16d sinkers (0.148" dia. x 3-1/4" long) or 10d common (0.148" dia. x 3" long) nails may be substituted for the specified 16d common nails provided the listed allowable loads are reduced 15%.

3) Rim joist application; see Figure 3 for corner condition.4) Minimum quantity of fasteners to be installed.

Product may have additional nail holes not needed to meet published allowable load of product.

5) NAILS: 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

Holdowns

4"slabStemwall width


Embedment line

H

W

D

IE

4"slab

Edge distance 1/2" min from corner


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LSTAD / STAD Foundation Straps

The coined dimples below the embedment line allow for increased concrete bonding. These holdowns retain high uplift capacity even when installed at corners of foundation stemwalls. Ideal for use with built up 2x end posts.

RJ after the model indicates LSTAD or STAD for rim joist applications as in STAD8RJ. Rim joist models provide for a 17" clear span without the loss of strap nailing.

Materials: LSTAD-14 gauge; STAD-12 gaugeFinish: G90 galvanizingCodes: See page 10 for Code Reference Key Chart

Installation:• Use all specified fasteners. See Product Notes, page 18. The bottom

(2) nails are for form board attachment only and do not contribute to fastener schedule requirements.

• Embed holdown in concrete to the embedment line (bend line).• See illustrations for requirements on rebar, edge distances,

and clear spans.• Bending the strap horizontally 90° to facilitate wall placement may

cause concrete behind the embedded strap to break away at the top edge (spalling). If the spall is 1" or less from the top edge of the concrete, no load reduction is necessary. If the spall is between 1" and 4" the allowable load is 0.90 of the published chart load.

• When installing on lumber less than 3-1/2" wide, wood splitting may occur. To reduce splitting, use 10d x 1-1/2" nails or fill every other hole with 16d common nails. Reduce allowable loads per code requirements accordingly.

• These straps do not secure concrete sections together at cold joints; take other measures to transfer the load. If there is a cold joint between slab and foundation, the minimum embedment must be made into the foundation. Fastening opportunities may be reduced because the slab pour level may be higher than some nail holes. Using fewer fasteners will reduce allowable loads. Reduce allowable load by the code capacity for each fastener not installed.

• To achieve full table loads the minimum center-to-center spacing is twice the embedment depth (IE) when resisting tension loads at the same time.

• Where fewer fasteners are used in the structural wood member, reduce loads according to the code.

• There may be an increase in the amount of deflection if the strap is installed on the outside of the sheathing, versus directly to the framing members.

• Strap may be bent one complete cycle to aid installation.

Typical STAD10edge installation

Typical STAD10corner installation

LSTAD

STAD

STAD_RJ

Typical STAD14RJcorner rim joist installation

Ref. No. Qty Nail W L LE D CS5 1/2" 1-1/2" lE 1/2" 1-1/2" lE 1/2" 1-1/2" lE6868

1) Wood thickness shall be no less than 2". 2) Allowable tension loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 3) Interpolate allowable loads for edge distances between those listed. Nail quantities may be reduced for less than lE corner distance design loads- use the code allowable loads for fasteners in shear. 4) Where fewer fasteners are used in the structural wood member, reduce loads according to the code. 5) CS dimension is the maximum span distance between the embedment line and framing member edge nearest the first fastener location. 6) NAILS: 16d sinkers are 0.148" dia. x 3-1/4" long. 10d common (0.148" dia. x 3" long) nails may be substituted with no load reduction. New products or updated product information are designated in blue font.

DF/SP Allowable Tension Loads (160%)2,3,4

Edge Distance - Concrete

USPStock No.

LSTAD8

LSTAD8RJ LSTHD8RJ

LSTHD8

Dimensions (in)

SteelGauge

14


3 21-5/8 8 5 4-5/824 16d Sinker

CodeRef.

2000 psi 2500 psi 3000 psi

1302225 2225 3220 22252225 2225 3220 2225 3220

2225 222514 24 16d Sinker 3 535-1/8 8 18-1/8 2225 2225

Min. Stemwall

(in)

32203220 2225 2225 3220


Edge distance 1/2" min from corner 12" min. rebar

length


Edge distance 1/2" min from corner



Nailed portion

CS

Holdowns

L

CS

W

D

IE

2x embedment length + 12" min. rebar length

L

CS

W

D

IE

L

CS

W

D

IE

CS

60

Hold

owns

Copyright © 2018 M


LSTAD / STAD Foundation Straps

Ref. No. W L IE D CS13 Type Corner3 Middle4,5 Corner3 Middle4,5

Min8 18 3310 0.049Max 24 4415 0.051Min8 18 3310 0.049Max 24 4415 0.051Min8 22 4050 0.055Max 28 5150 0.055Min8 22 4050 0.055Max 28 5150 0.055Min8 28 5150 0.082Max 30 5520 0.084Min8 28 5150 0.082Max 30 5520 0.084

Ref. No. W L IE D CS13 Type Corner3 Middle4,5 Corner3 Middle4,5

Min8 14 2575 0.048Max 18 3310 0.049Min8 14 2575 0.048Max 18 3310 0.049Min8 16 2945 0.055Max 22 4050 0.055Min8 16 2945 0.055Max 22 4050 0.055Min8 20 3680 0.077Max 24 4415 0.079Min8 20 3680 0.077Max 24 4415 0.079

1) Predrilled holes are not required. 2) Wood thickness shall be no less than 3-inches (2 - 2x members). 3) Corner strap location implies that the distance from the corner of the wall to the edge of the strap is no less than 1/2-in. 4) Middle strap location implies that the minimum distance from the corner of the wall to the centerline of the strap is no less than 1.5 times the embedment depth. 5) For edge distances between 1/2-in and 1.5 x lE calculate loads using straight line interpolation. 6) Minimum anchor spacing for full capacity is 2 x lE. For spacing less than that reduce capacity proportionally. 7) Minimum Fastener Quantity and Wood Connection Strength is based on 2012 NDS nail calculations using the lesser assigned specific gravity for Spruce-Pine-Fir (SPF), Hem-Fir (HF), Southern Pine (SP) and Doug-Fir (DF) with a moisture content of 19% and based on the allowable loads listed in ICC-ES ESR-2787. 8) The strap should be fastened with nails starting from lowest pair of nail holes and working up towards the top of the strap. In many cases, not all nail holes are needed to be filled. 9) Deformation based on wood connection strength. 10) The lesser of the allowable load based on anchorage to concrete or wood connection strength must be selected. 11) Minimum concrete strength f'c = 2,500 psi. 12) Minimum 1-#4 rebar shall be installed in the shear cone. 13) CS dimension is the maximum span distance between the embedment line and framing member edge nearest the first fastener location. 14) NAILS: 16d sinkers are 0.148" dia. x 3-1/4" long. 10d common (0.148" dia. x 3" long) nails may be substituted with no load reduction. Updated product information are designated in blue font.

3960 4270 3960 4270

4000

2800 4360 2265 4000

3960 4270 3960 4270

CodeRef.7

Wind and SDC A & B - Allowable Tension Loads (Lbs.)10

SDC C thru F - Allowable Tension Loads (Lbs.)10

MinStemWall(in)

USPStock No. Ga.

Dimensions (in)

USPStock No. Ga.

CodeRef.7

Based on Anchorageto Concrete Strength11

3

3

3

8

Based on Anchorageto Concrete Strength11 Wood

ConnectionStrength

CD = 1.62,7

Uncracked Cracked

Uncracked Cracked

Allowable Tension Loads (Lbs.)6

MinStemWall(in)

Dimensions (in)Allowable Tension Loads (Lbs.)6

Deflectionat Highest Allowable Load (in)9

Wood Connection

Strength CD = 1.62,7Qty7

FastenerSchedule1,14

3

3

3 STHD10

12

12

16d Sinker

16d Sinker

16d Sinker

2470 4035 2075 3460

2470 4035 2075 3460

3265 5595

STHD10RJ

STHD14

STHD14RJ

STAD8

STAD8RJ

STAD10

STAD10RJ

STAD14

STAD14RJ STHD14RJ 12

STAD10 STHD10 12

STAD10RJ STHD10RJ 12

5

5

8 5

10 5

STAD14 STHD14 12

12

STAD8 -- 12

STAD8RJ -- 12

12

12

12

STAD14RJ

--

--

5 18-1/8

3 21-5/8 8 5 4-5/8

39-5/8

4-5/8

18-1/8

1-5/8

16-1/8

4-5/8

12-1/8

21-5/8

35-1/8

21-5/8

36

32-1/8

Min /Max

Nailing

3 39-5/8 14 5 12-1/8

3 32-1/8 14 5 4-5/8

3 36 10 5 16-1/8

3 21-5/8 10 5 1-5/8

3 35-1/8 8

6

6

6

6

6

6

10 5

14 5

14

3145 1780 2965

2120 3145 1780 2965

2800 4360 2265

6

16d Sinker

16d Sinker

16d Sinker

16d Sinker

16d Sinker

16d Sinker

6

6

6

6

6

FastenerSchedule1,14

Qty7

Min /Max

Nailing

16d Sinker

16d Sinker

Deflectionat Highest Allowable Load (in)9

13, R2, F12

13, R2, F1216d

Sinker

4945 5480 4945 5480

4945 5480 4945 5480

2645 4665

3265 5595 2645 4665

2120

TA Foundation Straps

Foundation Straps offer an economical, one-piece method of achieving a continuous load path from a 2 x 8, 2 x 10, 2 x 12, or 2 x 14 rim joist through concrete block to foundation. All models require a 6" embedment into concrete footings.

Materials: 12 gaugeFinish: G90 galvanizingOptions: See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Key Chart

Typical TA stud to foundation installation


6" min.

Double 2 x 10 rim joist

Holdowns

61

Holdowns

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TA Foundation Straps

HPA / PA / PAI Purlin Anchors

HPA series – For installation into poured concrete walls, foundations, or masonry. The HPA is the heavy-duty version of the PA anchor.

PA series – For installation into poured concrete or concrete block walls and foundations.

PAI series – For wood I-Joist applications. An expanded 3" on-center nail spacing reduces splitting along I-Joist flange.

Materials: HPA – 10 gauge; PA / PAI – 12 gaugeFinish: G90 galvanizingOptions: See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Key Chart

IBC 1620.2.1

Uplift2 Uplift2 Uplift2 Uplift2

W L L1 Qty Type 160% Qty Type 160% Qty Type 160% Qty Type 160%2 1/2 1340 3 1/2 1950 4 1/2 2475 5 1/2 32308 16d x 2-1/2 1905 10 16d x 2-1/2 2385 14 16d x 2-1/2 3230 16 16d x 2-1/2 32302 1/2 1340 3 1/2 1950 4 1/2 2475 5 1/2 32308 16d x 2-1/2 1905 10 16d x 2-1/2 2385 14 16d x 2-1/2 3230 16 16d x 2-1/2 3230

1) Bolt values are for 3" thick rim joist loaded perpendicular to grain. 2) Uplift loads have been increased 60% for wind and seismic loads; no further increase shall be permitted. 3) Minimum of (9) 16d nails per strap is required to meet IRC R 404.1.5. 4) NAILS: 16d x 2-1/2 nails are 0.162" dia. x 2-1/2" long.

TA71 PA68 2-1/16 68-1/4 22-1/8

TA51 PA51 2-1/16 48-1/4 17-5/8130

Corr

osio

n Fi

nish Code

Ref.

DF/SP Allowable Loads (Lbs.)Dimensions (in)

2 x 142 x 8 2 x 10 2 x 12

Fastener

Schedule1,4

USPStock No. Ref. No.

Fastener

Schedule1,4

Fastener

Schedule1,4

Fastener

Schedule1,4

Typical PA holdown installation

TA

Installation:• Use all specified fasteners. See Product Notes, page 18.• Allowable loads are based on either nail fastening or bolt fastening;

nail and bolt values cannot be combined.• Install by inserting product into footing’s wet concrete. All models require

a 6" embedment into concrete foundations. Courses of concrete block must be laid over connector. Notch mudsill at connector locations. Wrap strap over rim joist and fasten.

• Do not rely on these straps to secure concrete sections together between cold joints; take other measures to transfer the load. If there is a cold joint between block and foundation, the minimum embedment must be made into the foundation.

• Based on product embedment the exposed number of fastener holes may be reduced. Using fewer fasteners will reduce allowable loads. Reduce allowable loads by the code prescribed allowable load per fastener, for each fastener not installed.

• Allowable loads are based on a minimum concrete compressive strength of 2,500 psi at 28 days.





Typical PA purlin installation


L

L1

W

2-1/4"

Holdowns

62

Hold

owns

Copyright © 2018 M


Typical PAI I-Joist purlin face installation

PA / HPA

Nails Bolts2 Nails Bolts2

Ref. No. Qty Nail Qty Dia. 160% 160% 160% 160%Max Capacity

2x & 3x Ledger4x Ledger

Max Capacity2x & 3x Ledger

4x LedgerMax Capacity



4x LedgerMax Capacity



4x LedgerMax Capacity 2475 2475

2x & 3x Ledger 2475 18554x Ledger 2270 1855

Max Capacity 37002x & 3x Ledger 3510

4x Ledger 3095Max Capacity



4x Ledger

1) Allowable Loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) The allowable loads for bolts are based on parallel-to-grain loading with 3" minimum member thickness, except HPA which requires a 3-1/2" thick wood member. 3) Allowable loads are based on the use of either nails or bolts; nail and bolt values cannot be combined. 4) 16d sinkers or 10d common nails may be substituted for the specified 16d common nails at 0.85 of the table loads. 5) For alternate nail schedule and load values consult USP. 6) Minimum quantity of fasteners to be installed. Product may have additional fastener holes not needed to meet published allowable load of product. 7) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 16d nails are 0.162" dia. x 3-1/2" long.

6

6

8

3035

3035

3700

3035

--

--

--

--

3035

--

3700 30353700 3035

30353035

--

--

--

23 4

CodeRef.

16d

130

Mas

onry

Concrete

Min Qty6

Fastener Schedule5Minimum

Embedment

NailerSize

Nails4,7

1/2

16d

16d

3

6

3035

3035

3035

3035

15 4

--

16d

3700

428050551/2

--

3700370015 416d 1/2

6

6

4280

3700

23 4 54251/2

26 --

--

18 --

24

10d x 1-1/2

12 --10d x 1-1/2

8

10d x 1-1/2

--10d x 1-1/2

--

PAI23 PAI23 23-1/2 4

6

PAI28 PAI28 28-1/2 4

PAI35 PAI35 35-1/2

6

4

Conc

rete

HPA35 HPA35 35 6

PAI18 PAI18 18-1/2 4

4

PA28 PA28

PA35 PA35

HPA28 HPA28 29 6

29 4

35 4

L(in)

DF/SP Allowable

Tension Loads (Lbs.)1,3

USPStock No.

PA18 18-1/2 PA18

PA23 PA23 23-3/4

Bolts

22603035 303522601/2

Masonry

3265 30356

12 2

15

16d4

1/2

Corr

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nFi

nish

HPA / PA / PAI Purlin Anchors




Installation:• Use all specified fasteners. See Product Notes, page 18.• Minimum concrete strength is 2,500 psi.• The allowable loads for bolts are based on parallel to grain

loading with a 3" minimum member thickness, except the HPA which requires a 3-1⁄2" thick wood member. Reduce load per code requirements when minimum member thickness is not achieved.

• Minimum concrete edge distance is 4" for PA & PAI series, and 6" for HPA series.

• Minimum concrete block edge distance is 20".• Designer may specify alternate fastening schedules. Refer

to Nail Specification Table on page 21 for nail shear values. Load values shall not exceed published allowable loads.

• No anchor bolts are needed for achieving efficient stress transfer from framing to concrete walls or foundations.


L

2-1/16"

1-1/2"

4-1/2"

Ledger

4 min. concrete 20" min. concrete

block edge distance

#4 rebar min

4"

Holdowns

PAI

L

2-1/16"

63

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TDL Concrete Angles

These angles secure wood posts to concrete or wood floors in light-duty applications.

Materials: 12 gaugeFinish: G90 galvanizingOptions: See Chart for Corrosion Finish Options.Codes: See page 10 for Code Reference Key Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• The TDL10 can be embedded into concrete. Minimum

embedment depth is 4" to achieve allowable loads.• Moisture barrier may be required .• Bolts must be ordered separately.

See page 25 for available sizes.

TDL10

Typical TDL10embedded interior

installation

Typical TDL5interior installation




Anchor Bolts

Ref. No. W H D Qty Qty Type Qty Dia. (in) Nails Bolts TDL5 A24 12 2 5-3/16 2-1/4 1 1/2 4 16d 1 1/2 TDL10 A311 12 2 9-3/4 2-1/4 1 1/2 4 16d 1 1/2

1) Allowable loads are based on the use of either nails or bolts; nail and bolt values cannot be combined. 2) The bolt values are based on single shear with a minimum member thickness of 3-1/2". 3) Allowable loads have been increased in accordance with the code; no further increase shall be permitted. 4) Designer must specify anchor bolt type, length, and embedment. 5) NAILS: 16d nails are 0.162" dia. x 3-1/2" long.

USPStock No.

Dimensions (in)

Nails CodeRef.


Uplift 160%SteelGauge

DF/SP

Allowable Loads (Lbs.)1,2,3

Dia.(in)

955 1105

Bolts

Strap

130

Corr

osio

nFi

nish

4" min.embedment

H

D

W

Holdowns

64

Caps

& B

ases

Copyright © 2018 M


RPB Retrofit Post Base

Caps & Bases

RPB-TZ post base attaches 4x4 or larger wood post to concrete or wood surfaces and the key feature is the ability for installation after the post is in place. Can be installed with 1 or 2 RPB-TZ's (single or double). Post may also be installed on our CPB composite post base product which provides a 1-inch stand off as required in untreated wood installations. Installs with concrete screws, so no more mis-installed, mis-located, anchor bolts!

Materials: 12 gaugeFinish: G-185 galvanizingCodes: See page 10 for Code Reference Chart

Installation: • USP's WS-EXT wood screws and screw anchors are

not included with RPB bases. Powers Wedge-Bolt+ anchors require Powers SDS Wedge-Bit drill bit. Wedge-Bits are not inluded and must be ordered seperately. Refer to page 34.

• Not recommended for fence posts or other unrestrained (not fixed or fastened at top) applications. These anchors are not designed to resist overturning (moment) loads.

• Concrete Installation: 1. Place RPB-TZ over one corner of post flush to

both concrete and post surfaces and mark hole locations in concrete. Place aside.

2. Drill holes for concrete screws using appropriate bit and hammer drill.

3. Place RPB-TZ in position and install with specified screw anchors as listed in table below.

4. Repeat for RPB-TZ on other side of post for double installations.

• Wood-to-Wood Installation: 1. Place RPB-TZ over one corner of post flush to wood base and post surfaces. 2. Install all specified WS wood screws as listed in the table below. 3. Repeat for RPB-TZ on other side of post for double installations.

Ref. No. Qty Type Qty Type2,3

2 3/8" x 2-1/2" 1525 7104 Tapper+ 735 6552 3/8" x 2-1/2" 1470 7104 Tapper+ 735 655

2 3/8" x 2-1/2" 1470 9 7104 Tapper+ 865 6554 3/8" x 2-1/2" 22958 Tapper+ 1735

1 4 WS15-EXT or WS3-EXT 4 11102 8 WS15-EXT or WS3-EXT 8 2220

1) Allowable loads are for DF/SP 4x4, 6x6, or larger posts. For SPF/HF loads, multiply the allowable load by 0.86. 2) Use Powers 3/8" x 2-1/2" Wedge-Bolt+ or DeWalt 3/8" x 2-1/2" Screw-Bolt+; or equal, installed in accordance with manufacturer's specification. Anchors are not supplied. See page 34 for anchor information. 3) Use Powers 1/4" x 1-3/4" Tapper+ concrete screw anchor; or equal, installed in accordance with manufacturer's specification. Tapper+ anchors are not supplied. 4) When installing connectors in pairs, the post must be a minimum of 2-1/2" from the edge of the concrete. 5) Allowable loads have been increased 60% for wind and seiesmic loads; no futher increase shall be permitted. 6) Concrete compressive strength shall be 2,500 psi or greater at 28 days. 7) LVL framing base shall be at least 1-3/4" thick. 8) SYP framing base shall be at least 1-1/2" thick. 9) Allowable uplift for single RPB-TZ using WS3-EXT with Wedge-Bolt+ or Screw-Bolt+ for concrete base with post 2-1/2" from concrete edge is 1,525 lbs. New products or updated product information are designated in blue font.

495

495

495

495

990990

1 4 WS15-EXT

Post Base

RPB-TZ RPBZ 12

Uplift160%

Concrete Base with Post 2-1/2" from Concrete Edge6

USPStock No.

SteelGauge

1 4 WS15-EXT or WS3-EXT

2 5 8 WS15-EXT or WS3-EXT

WS15-EXT 960

F2160%

CodeRef.

130

Corr

osio

nFi

nish

LVL Base/SP Base7,8

Concrete Base with Post Flush to Corner6

1 4 WS3-EXT

DF/SP Allowable Loads (Lbs.)1,4,5

Qty of RPB's

Fastener Schedule4

F3160%

Typical Double RPB-TZ installation with CPB composite post base

(CPB ordered separately)

Typical Double RPB-TZ wood-to wood

installation

Typical Double RPB-TZ

concrete installation Min 2-1/2" from any

concrete edge (Top view)

Typical Single RPB-TZ installation at concrete

corner, flush to edge

(Top view)

RPB-TZ

1) Allowable loads are for DF/SP 4x4, 6x6, or larger posts. For SPF/HF loads, multiply the allowable load by 0.86.2) Use Powers 3/8" x 2-1/2" Wedge-Bolt+ or DeWalt 3/8" x 2-1/2" Screw-Bolt+; or equal, installed in

accordance with manufacturer's specification. Anchors are not supplied. See page 34 for anchor information.3) Use Powers 1/4" x 1-3/4" Tapper+ concrete screw anchor; or equal, installed in accordance with

manufacturer's specification. Tapper+ anchors are not supplied.4) When installing connectors in pairs, the post must be a minimum of 2-1/2" from the edge of the concrete. 5) Allowable loads have been increased 60% for wind and seiesmic loads; no futher increase shall be permitted.6) Concrete compressive strength shall be 2,500 psi or greater at 28 days.

7) LVL framing base shall be at least 1-3/4" thick.8) SYP framing base shall be at least 1-1/2" thick. 9) Allowable uplift for single RPB-TZ using WS3-EXT with Wedge-Bolt+ or

Screw-Bolt+ for concrete base with post 2-1/2" from concrete edge is 1,525 lbs.New products or updated product information are designated in blue font.

2-1/2"

2-1/4"

1-1/2"

5-1/8"

Typical Double RPB-TZconcrete installation

Uplift

RPB-TZ (2) 4x4

RPB-TZ

4x4F3F2




1" gapallowed

smaller fastener holes for Tapper + installation

larger fastener hole for Wedge Bolt +

installation

65

Caps & Bases

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PA / PAE / PAU Post Anchors

Caps & Bases

Post Anchors are used to secure wood posts to concrete footings. These post anchors also provide moisture damage protection and feature a 1" stand-off plate to elevate wood posts above concrete surfaces as required by building code.

PAE – 2-sided post anchors with high uplift and bearing capacity.

PA – High capacity utilizing 4-sided design.

PAU – Higher uplift resistance and optional bolt fastening to post.

Materials: See chartFinish: G90 galvanizing, PA66ER-TZ - G-185 galvanizingOptions: See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Chart IRC R317.1.4, IBC 2304.11.2.7,

IRC R407.3, IBC 2304.9.7.

Installation: • Use all specified fasteners. Install with supplied washer.

See Product Notes, page 18.• Anchor bolts and nails are not furnished.• Not recommended for fence posts or other unrestrained

(not fixed or fastened at top) applications. These anchors are not designed to resist overturning (moment) loads.

• Anchor bolt installation – place specified diameter anchor bolt at desired location with minimum 4" embedment into minimum 2,500 psi concrete. A minimum 2" edge distance is required to achieve allowable loads.

• For hardened concrete or retrofit installations – use specified diameter threaded rod with USP's CIA-EA or CIA-GEL 700O-C adhesive epoxy, following installation instructions. Contact USP Engineering for further information on selecting the proper epoxy.


Bearing

Nails Bolts

Ref. No. Base W H L Qty Qty Type Qty 100% 160% 160%

PA44 -- 18 12 3-9/16 2-1/8 3-1/2 1 1/2 8 16d -- -- 5135 380 -- PA44E ABA44 18 16 3-9/16 3-1/2 3-1/2 1 1/2 6 16d -- -- 6775 990 -- PAU44 ABU44 12 16 3-9/16 5-7/16 3 1 5/8 12 16d 2 1/2 6775 2535 2265

4 x 4 Rough PA44R -- 18 12 4-1/16 3-1/2 4 1 1/2 12 16d -- -- 5135 380 -- PA46 -- 18 12 3-9/16 3-1/2 5-1/2 1 1/2 14 16d -- -- 6285 505 -- PA46E ABA46 18 12 3-9/16 3-1/2 5-1/2 1 5/8 8 16d -- -- 13815 825 -- 130 PAU46 ABU46 10 12 3-9/16 6 5 1 5/8 12 16d 2 1/2 13815 2535 2265

4 x 6 Rough PA46R -- 18 10 4-1/16 3-1/2 6 1 1/2 14 16d -- -- 6285 505 -- PA66 -- 18 12 5-1/2 2-7/8 5-1/2 1 1/2 16 16d -- -- 6950 470 -- PA66E ABA66 14 12 5-1/2 3-1/2 5-1/2 1 5/8 8 16d -- -- 16005 1060 -- PAU66 ABU66 10 12 5-1/2 6 5 1 5/8 12 16d 2 1/2 16005 2380 2265 PA66R -- 18 12 6-1/16 3-1/4 6-1/16 1 1/2 16 16d -- -- 6950 470 -- PA66ER-TZ ABA66R 14 12 6 3-1/4 5-1/2 1 5/8 8 16d HDG -- -- 16005 1060 -- 130

8 x 8 PAU88 ABU88 12 12 7-1/2 7-3/16 7-1/16 2 5/8 14 16d -- -- 24900 3185 -- 8 x 8 Rough PAU88R ABU88R 12 12 8-1/16 6-15/16 7-1/16 2 5/8 14 16d -- -- 24900 3185 --

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) All bolts shall meet or exceed the specifications of ASTM A 307. 3) Allowable loads are based on the use of either nails or bolts; nail and bolt values cannot be combined. 4) NAILS: 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

Steel Gauge

Stand-off

Plate

Uplift1

Post


Dia.(in)

Dia.(in)

11, R13,F6

11, R13,F6

11, R13,F6

Corr

osio

nFi

nish

4 x 4

4 x 6

6 x 6

6 x 6 Rough

Post/Column Size

CodeRef.

Nails Bolts

USPStock No.

AnchorBolt

Dimensions (in) Fastener Schedule2,4

Typical PA44Einstallation

PAU88

PAUcross-section

Typical PAinstallation

PAUPAPAE




WW

W

W

L

H

L

L

H

H

L

2-3/4"

Base

Washer

Stand -off plate

2"H

Uplift Uplift

Download Download

7) LVL framing base shall be at least 1-3/4" thick.8) SYP framing base shall be at least 1-1/2" thick. 9) Allowable uplift for single RPB-TZ using WS3-EXT with Wedge-Bolt+ or

Screw-Bolt+ for concrete base with post 2-1/2" from concrete edge is 1,525 lbs.New products or updated product information are designated in blue font.

66

Caps

& B

ases

Copyright © 2018 M


Ref. No. Base Strap W1 W2 H1 H23 L Qty Type

12 16d 1405 860 970 1245 600 6802 1/2 1430 860 970 1245 600 680

14 16d 3090 1365 1095 2165 955 7702 1/2 3075 1365 1095 2165 955 770

4 x 4 Rough WE44R PB44R 12 12 4 -- 5 3-5/8 3-3/8 12 16d -- 1405 860 970 1245 600 68012 16d 1405 860 970 1245 600 6802 1/2 1430 860 970 1245 600 680

14 16d 3090 1365 1095 2165 955 7702 1/2 3075 1365 1095 2165 955 770

4 x 6 Rough WE46R -- 12 12 6 -- 5 3-5/8 3-3/8 12 16d -- 1405 860 970 1245 600 680 WE66 PB66 12 12 5-1/2 -- 5 3-5/8 5-3/8 12 16d -- 1405 860 970 1245 600 680

14 16d 3365 1955 1685 2505 1370 16852 1/2 3575 1955 1685 2505 1370 1685

6 x 6 Rough WE66R PB66R 12 12 6 -- 5 3-5/8 5-3/8 12 16d -- 1405 860 970 1245 600 680

12 16d 1255 755 850 1090 525 5952 1/2 1255 755 850 1090 525 595

14 16d 2705 1195 960 1895 835 6752 1/2 2705 1195 960 1895 835 675

4 x 4 Rough WE44R PB44R 12 12 4 -- 5 3-5/8 3-3/8 12 16d -- 1255 755 850 1090 525 59512 16d 1255 755 850 1090 525 5952 1/2 1255 755 850 1090 525 595

14 16d 2705 1195 960 1895 835 6752 1/2 2705 1195 960 1895 835 675

4 x 6 Rough WE46R -- 12 12 6 -- 5 3-5/8 3-3/8 12 16d -- 1255 755 850 1090 525 595 WE66 PB66 12 12 5-1/2 -- 5 3-5/8 5-3/8 12 16d -- 1255 755 850 1090 525 595

14 16d 3135 1715 1685 2195 1200 16652 1/2 3135 1715 1685 2195 1200 1665

6 x 6 Rough WE66R PB66R 12 12 6 -- 5 3-5/8 5-3/8 12 16d -- 1255 755 850 1090 525 595

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Allowable loads are based on the use of either nails or bolts; nail and bolt values cannot be combined. 3) H2 is mimimum embedment length of anchor into concrete. 4) Minimum concrete strength f'c = 2,500 psi. 5) All bolts shall meet or exceed the specifications of ASTM A 307. 6) NAILS: 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

16005

--

--

--

--

6775

6775

13815

13815

16005

4 x 6

6 x 6

4 x 4

4 x 6

6 x 65-1/2 5-1/2 6-3/4

5-1/2 -- 4-3/4

12

4-3/4

PBS46

PBS66

14

12

5 2-1/4 WAS66 PBS66 12 12

3-9/16 5-1/2 6-3/4 3-1/2 2-1/4 WAS46 PBS46 12 14

3-3/8 3-1/4 22,F13,18

WAS44 PBS44A 16 14 3-9/16 3-1/2 6-3/4 3-1/2 2-1/4

WE46 PB46 12 12

3-1/2 -- 4-3/4 3-3/8 3-1/4 WE44 PB44 12

Dimensions (in)

SDC C-F

12 12 3-1/45-1/2 --

5-1/2

3-9/16

3-9/16

WAS44

WAS46

WAS66

FastenerSchedule5,6

22,F13,1812

12

DF/SP Allowable Loads (Lbs.)2,4

3-1/43-1/2 4-3/4 3-3/8-- 4 x 4

SDC A & B

WE44

WE46

CodeRef.

USPStock No.

PostSize

PB44 12 12

PB46

16 14 PBS44A

Corr

osio

nFi

nish

Cracked ConcreteUncracked Concrete

Download100%

Uplift1

160%F1

160%F2

160%Uplift1

160%F1

160%F2

160%

SteelGauge

2-1/45

3-1/2

5-1/2

5-1/2

6-3/4

6-3/4

6-3/4

3-1/2

3-1/2 2-1/4

2-1/4

3-3/8

WAS / WE Wet Post Anchors

Caps & Bases

WAS – A formed base providing a 1" stand-off with high bearing capacity.

WE – A formed, one-piece design. Includes embossing for additional lateral strength.

Materials: See chartFinish: G90 galvanizingOptions: See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Chart IRC R317.1.4, IBC 2304.11.2.7,

IRC R407.3, IBC 2304.9.7.

Installation:• Use all specified fasteners. See Product Notes, page 18. • Insert into wet concrete after the pour. For the WE, embed the

anchor so that the base plate is flush with the surface of the concrete. For the WAS, embed the anchor until the concrete surface meets the bottom edge of the stand off base legs. This will provide a 1" stand-off where required. A 2" minimum edge distance is required to achieve allowable loads.



Typical WAS installation

Typical WE installation

WAS WE

W1

UpliftUplift

DownloadDownload

F1F1

F2

1" Stand-off plate

Min edge distance = 1.5 x H2

Min edge distance = 1.5 x H2

LL

H1

H2

11-3/16"

1"W2

H1

H2

W1




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Caps & Bases

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SDC A & B SDC A & B SDC C-F

Ref. No. W L H1 H2 Qty Type Uplift 160%2,3

Pier Block -- 5525 5525Embedded 790 5525 5525

Epoxy 790 5525 5525

1) Allowable loads are based on a maximum distance of 2-1/2" between the concrete foundation and the bottom of the post base. 2) Uplift loads have been increased 60% for wind and seismic loads; no further increase shall be permitted. 3) Uplift capacity requires the post base to be cast-in-place or epoxy post-installed in a concrete member capable of resisting the upward force. 4) Download is based on the bearing of the wood in the post base and the bearing of the washer on the concrete. 5) Minimum concrete strength f'c = 2,500 psi. 6) Pier Block installation, drill a 5/8" diameter hole a minimum of 4" deep. 7) Epoxy installation, drill a 3/4" diameter hole a minimum of 4" deep. Follow published epoxy installation instructions available at USPconnectors.com. 8) NAILS: 10d nails are 0.148" dia. x 3" long. New products or updated product information are designated in blue font.

EPB44T-TZ EPB44T 4x44x422,

R18,F13

Cracked & Uncracked Concrete5

UncrackedConcrete5

InstallationType6,7

8 10d12 3-9/16 2-7/162-7/8 4-7/8

Fastener Schedule8


CodeRef.

USPStock No.

PostSize

Dimensions (in)

Download 100%4 Corr

osio

nFi

nish

WoodPostSize

SteelGauge

(U-bracket)

Typical EPB44T-TZ pier block installation

EPB44T-TZ

Typical EPB44T-TZ installation with

USP's Epoxy

The EBP44T-TZ Elevated Post Base is an economical solution for supporting 4x4 posts at the minimum 1 inch above the concrete foundation as required by the building code. For applications where uplift loads are not present, the EPB44T-TZ can be installed directly into a hole predrilled in a pier block or concrete foundation as shown in Figure A below. To resist uplift loading, the EPB44T-TZ must be cast into concrete or epoxied into place as shown in Figure B below.

Materials: 12 gaugeFinish: G-185 galvanizing U-bracket; Hot-dip galvanized Threaded rod, nuts, washersCodes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18. • Drilled Hole – No Uplift Resistance

– Drill 5/8" diameter hole into hardened concrete 4" deep. – Insert threaded rod of EPB44T-TZ into hole and adjust nut to desired height. – Install 4x4 post and fasten with (8) 10d common nails.

• Embedded In Concrete – Uplift Resistance Installation – Adjust nut for desired height. – Insert threaded rod with nut and washer into wet concrete. – Provide temporary support to post base (if needed) to maintain vertical and horizontal position. – After concrete has cured, install 4x4 post and fasten with (8) 10d common nails.

• Epoxied Into Place – Uplift Resistance Installation – Drill 3/4" diameter hole into hardened concrete 4" deep. – Clean hole as per USP's recommendations. – Adjust nut for desired height. – Fill the hole 3/4 full with USP Epoxy. Visit www.uspconnectors.com for proper installation procedures and injection of USP epoxy products. – Insert threaded rod with nut and washer into hole, pressing down until the washer is firmly seated on the concrete. – After epoxy has cured, install 4x4 post and fasten with (8) 10d common nails.


EPB Elevated Post Bases




Caps & Bases

L

H1

H2

W

Figure A

Figure B

CL

2-1/2" max

CL

2-1/2" max

5" min (uplift) 4" min (download)

Epoxy or cast-in-place required for uplift loads

Download

DownloadUplift

5" min (uplift) 4" min (download)

68

Caps

& B

ases

Copyright © 2018 M


EBG / EPB / EPBH Elevated Post Bases

These post bases allow installers to pre-align posts and preset post heights above concrete floors or footings. By eliminating post-to-concrete contact, moisture damage is reduced. Elevated post bases are ideal for building carports, decks or porches. All series feature convenient nail fastening to post.

Materials: See chartFinish: EPB – USP primer;

EBG44-TZ – G-185 galvanizing; EPBH – Hot-dip galvaized

Options: See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Chart IRC R317.1.4, IBC 2304.11.2.7, IRC R407.3, IBC 2304.9.7.

Installation:• Use all specified fasteners. See Product Notes, page 18. • Not recommended for fence post or other fixed

post applications. These anchors are not designed to resist overturning (moment) loads.

• Maintain 3" minimum edge distance between embedded tube and edge of concrete.

Ref. No. W L H1 H2 Qty Nail

EBG44-TZ EPB44A 14 16 3-9/16 2-3/4 2-3/8 7-1/2 816dHDG

4615 1085 1440 1295 800 1010 905

EPB4408 EPB44, EPB44-12

12 -- 3-9/16 3 3 8 8 16d 3045 1110 1440 1295 775 1010 905

EPBH44 -- 12 -- 3-1/2 3-3/8 2-3/4 7 416dHDG

2485 990 990 975 990 845 845 130

4 x 6 EPB4608 EPB46, EPB46-12

12 -- 3-9/16 5 3 8 12 16d 3045 1110 1440 1295 775 1010 90522,

F13, R18

4 x 6Rough

EPBH46R -- 12 -- 4-1/8 5-3/8 3 130 416dHDG

4615 990 990 975 990 845 845 130

EPB6608 EPB66, EPB66-12

12 -- 5-9/16 5 3-3/16 8 12 16d 4665 1110 1440 1295 775 1010 90522,

F13, R18

EPBH66 -- 12 -- 5-1/2 5-3/8 3 7 416dHDG

4615 990 990 975 990 845 845

6 x 6Rough

EPBH66R -- 12 -- 6-1/8 5-3/8 3 7 416dHDG

4615 990 990 975 990 845 845

EBG44-TZ EPB44A 14 16 3-9/16 2-3/4 2-3/8 7-1/2 816dHDG

4615 1000 1260 1135 700 885 795

EPB4408 EPB44, EPB44-12

12 -- 3-9/16 3 3 8 8 16d 3045 970 1260 1135 680 885 795

EPBH44 -- 12 -- 3-1/2 3-3/8 2-3/4 7 416dHDG

2485 990 990 975 990 725 725 130

4 x 6 EPB4608 EPB46, EPB46-12

12 -- 3-9/16 5 3 8 12 16d 3045 970 1260 1135 680 885 79522,

F13, R18

4 x 6Rough

EPBH46R -- 12 -- 4-1/8 5-3/8 3 7 416dHDG

4615 990 990 975 990 725 725 130

EPB6608 EPB66, EPB66-12

12 -- 5-9/16 5 3-3/16 8 12 16d 4665 970 1260 1135 680 885 79522,

F13, R18

EPBH66 -- 12 -- 5-1/2 5-3/8 3 7 416dHDG

4615 990 990 975 990 725 725

6 x 6Rough

EPBH66R -- 12 -- 6-1/8 5-3/8 3 7 416dHDG

4615 990 990 975 990 725 725

1) Lateral loads (F1 and F2) are for conditions where pipe extends no more than 1" above the concrete surface. 2) Uplift Loads have been increased 60% for wind and seismic loads; no further increase shall be permitted. 3) Concrete compressive strength shall be 2,500 psi or greater at 28 days. 4) NAILS: 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.


TubeSDC A & B

Corr

osio

nFi

nishPost

SizeCodeRef.

USPStock No.

Dimensions (in)Fastener

Schedule4 Uncracked Concrete

Base

Steel Gauge Cracked Concrete

Download100%

Uplift2

160%F11

160%F21

160%Uplift2

160%F11

160%F21

160%

6 x 6

4 x 4

6 x 6

4 x 4

SDC C-F

22,F13,R18

22,F13,R18

130

130

EPBHEBG44-TZ

Typical EPBH installation

Typical EBG44-TZ installation

EPB

Typical EPB installation




W

H1

L

H2

W

H1

L

H2

F1

Caps & Bases

W

H1

L

H2

F11" max. elevation

Uplift UpliftDownload Download

F2

F1

UpliftDownloadF2

1.5 x H2 (typical for all edges)

F2

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KCBQ Column Bases

Typical KCBQ66 installation

KCBQ66

High capacity column base fastens to column with WS wood screws.

Materials: See chartFinish: G90 galvanizingOptions: KCBQ models available in rough/full sizes See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Chart IRC R407.3, IBC 2304.9.7.

Installation:• Use all specified fasteners. See Product Notes, page 18.• WS2 Wood Screws, 1/4" dia. x 2" long, are supplied with

KCBQ Column Bases.• Not recommended for fence posts or other unrestrained

(not fixed or fastened at top) applications. These bases are not designed to resist overturning (moment) loads.

• All models require a minimum edge distance of 3".• Embed column base with bottom of base plate flush to concrete.




Ref. No. Strap Base W1 W24 H L Qty SDC A & B SDC C-F SDC A & B SDC C-F 4 x 4 KCBQ44 -- 10 7 3-9/16 3-1/2 8-3/4 2-1/4 14 WS2 6870 6530 5330 4570 4 x 6 KCBQ46 -- 10 7 3-9/16 5-1/2 8-3/4 2-1/4 14 WS2 6870 6530 5330 4570 4 x 8 KCBQ48 -- 10 7 3-9/16 7-1/2 8-3/4 2-1/4 14 WS2 6870 6530 5330 4570 6 x 4 KCBQ64 -- 10 7 5-1/2 3-1/2 8-3/4 2-1/4 14 WS2 6870 6530 5330 4570 6 x 6 KCBQ66 -- 10 7 5-1/2 5-1/2 8-3/4 2-1/4 14 WS2 6870 6530 5330 4570 6 x 8 KCBQ68 -- 10 7 5-1/2 7-1/2 8-3/4 2-1/4 14 WS2 6870 6530 5330 4570 7-1/8 x 3-1/2 KCBQ71-4 -- 10 7 7-1/8 3-1/2 8-3/4 2-1/4 14 WS2 6870 6530 5330 4570 7-1/8 x 5-1/2 KCBQ71-6 -- 10 7 7-1/8 5-1/2 8-3/4 2-1/4 14 WS2 6870 6530 5330 4570 7-1/8 x 7-1/8 KCBQ71-7 -- 10 7 7-1/8 7-1/8 8-3/4 2-1/4 14 WS2 6870 6530 5330 4570 8 x 6 KCBQ86 -- 10 7 7-1/2 5-1/2 8-3/4 2-1/4 14 WS2 6870 6530 5330 4570 8 x 8 KCBQ88 -- 10 7 7-1/2 7-1/2 8-3/4 2-1/4 14 WS2 6870 6530 5330 4570 10 x 10 KCBQ1010 -- 10 7 9-1/2 9-1/2 8-3/4 2-1/4 14 WS2 6870 6530 5330 4570 10 x 12 KCBQ1012 -- 10 7 9-1/2 11-1/2 8-3/4 2-1/4 14 WS2 6870 6530 5330 4570 12 x 12 KCBQ1212 -- 10 7 11-1/2 11-1/2 8-3/4 2-1/4 14 WS2 6870 6530 5330 4570

5-1/8 glulam

KCBQ5 -- 10 7 5-1/4 Specify 8-3/4 2 14 WS2 6870 6530 5330 4570

6-3/4 glulam

KCBQ7 -- 10 7 6-7/8 Specify 8-3/4 2 14 WS2 6870 6530 5330 4570

8-3/4 glulam

KCBQ9 -- 10 7 8-7/8 Specify 8-3/4 2 14 WS2 6870 6530 5330 4570

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) WS2 Wood Screws are 1/4" dia. x 2" long and are included with KCBQ Column Bases. 3) Concrete compressive strength shall be 2,500 psi or greater at 28 days. 4) "Specify" denotes the required width that must be specified at the time of ordering.

Cracked Concrete

110

CodeRef.

Glulam Sizes

TypeColumn

SizeUSP

Stock No.

Fastener Schedule2

110

Steel Gauge

DF/SP AllowableLoads (Lbs.)3

Uncracked ConcreteDimensions (in)

Corr

osio

nFi

nishUplift 160%1 Uplift 160%1

L

W2

8"

H

W1

Caps & Bases

3” min.edge

distance

Uplift

70

Caps

& B

ases

Copyright © 2018 M


KCB Column Bases

Provides high structural capacity and rugged performance.

Materials: See chartFinish: KCB (5/8" bolt models) – G90 galvanizing; KCB (3/4" bolt models) – USP primerOptions: KCB models available in rough/full size. See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Chart IRC R407.3, IBC 2304.9.7

Installation:• Use all specified fasteners. See Product Notes, page 18.• Not recommended for fence posts or other unrestrained


• All models require a minimum edge distance of 3".• Bolted models feature diamond holes for temporary nail

fastening to facilitate drilling and bolting. • Embed column base with bottom of base plate flush to concrete.• Bolts must be ordered separately. See page 25 for available sizes.

Ref. No. Strap Base W1 W2 H L Qty Type SDC A & B SDC C-F SDC A & B SDC C-F 4 x 4 KCB44 CB44 7 7 3-9/16 3-9/16 8-7/8 2 2 5/8 5525 5100 4165 3570 4 x 6 KCB46 CB46 7 7 3-9/16 5-1/2 8-7/8 2 2 5/8 5525 5100 4165 3570 4 x 8 KCB48 CB48 7 7 3-9/16 7-1/2 8-7/8 2 2 5/8 5525 5100 4165 3570 6 x 4 KCB64 CB64 7 7 5-1/2 3-1/2 8-7/8 3 2 5/8 6700 6465 5280 4525 6 x 6 KCB66 CB66 7 7 5-1/2 5-1/2 8-7/8 3 2 5/8 6700 6465 5280 4525 6 x 8 KCB68 CB68 7 7 5-1/2 7-1/2 8-7/8 3 2 5/8 6700 6465 5280 4525 6 x 10 KCB610 CB610 7 7 5-1/2 9-1/2 8-7/8 3 2 5/8 6700 6465 5280 4525 7 x 3-1/2 KCB74 CB7-1/8-4 3 7 7-1/8 3-1/2 9-3/4 3 2 3/4 6700 6465 5280 4525 7 x 5-1/2 KCB76 CB7-1/8-6 3 7 7-1/8 5-1/2 9-3/4 3 2 3/4 6700 6465 5280 4525 7 x 7 KCB77 CB7-1/8-7 3 7 7-1/8 7-1/8 9-3/4 3 2 3/4 6700 6465 5280 4525 8 x 6 KCB86 CB86 3 7 7-1/2 5-1/2 9-3/4 3 2 3/4 6700 6465 5280 4525 8 x 8 KCB88 CB88 3 7 7-1/2 7-1/2 9-3/4 3 2 3/4 6700 6465 5280 4525 10 x 10 KCB1010 CB1010 3 7 9-1/2 9-1/2 9-3/4 3 2 3/4 6700 6465 5280 4525 10 x 12 KCB1012 CB1012 3 7 9-1/2 11-1/2 9-3/4 3 2 3/4 6700 6465 5280 4525 12 x 12 KCB1212 CB1212 3 7 11-1/2 11-1/2 9-3/4 3 2 3/4 6700 6465 5280 4525

5-1/8 glulam

KCB5 CB5-4.5, CB5-6

3 7 5-1/4 specify 9-3/4 3 2 3/4 6700 6465 5280 4525

6-3/4 glulam

KCB7 CB7-6, CB7-7.5, CB7-9, CB7-10.5

3 7 6-7/8 specify 9-3/4 3 2 3/4 6700 6465 5280 4525

8-3/4 glulam

KCB9 CB9-6, CB9-7.5, CB9-9, CB9-10.5

3 7 8-7/8 specify 9-3/4 3 2 3/4 6700 6465 5280 4525

1) Uplift Loads have been increased 60% for wind and seismic loads, no further increase shall be permitted. 2) All bolts shall meet or exceed the specifications of ASTM A 307. 3) Concrete compressive strength shall be 2,500 psi or greater at 28 days.

110

Column Size

Bolts

Uncracked Concrete Cracked Concrete

Fastener Schedule2


CodeRef.

Glulam Sizes

USPStock No.

110

SteelGauge

Corr

osio

nFi

nish

Dimensions (in)

Uplift 160%1 Uplift 160%1

Typical KCB installation

KCB




Caps & Bases

Uplift

3” min.edge

distance

W2

L

W1

8"

3"H

71

Caps & Bases

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CBE Column Bases

12 gauge base for carports, patios, or other residential framing.

Materials: 12 gaugeFinish: G90 galvanizingCodes: See page 10 for Code Reference Chart IRC R407.3, IBC 2304.9.7



• All models require a minimum edge distance of 3".• Bolted models feature diamond holes for temporary nail

fastening to facilitate drilling and bolting. • Embed column base with bottom of base plate flush to concrete.• Bolts must be ordered separately. See page 25 for available sizes.

Ref. No. W1 W2 H L Embedment5 Qty Type SDC A & B SDC C-F SDC A & B SDC C-F12 16d 2975 2975 2975 27702 1/2 4090 3605 3160 2770

12 16d 2975 2975 2975 27702 1/2 4090 3605 3160 2770

12 16d 2975 2975 2975 27702 1/2 4090 3605 3160 2770

1) Uplift Loads have been increased 60% for wind and seismic loads, no further increase shall be permitted. 2) All bolts shall meet or exceed the specifications of ASTM A 307. 3) Concrete compressive strength shall be 2,500 psi or greater at 28 days. 4) Allowable loads are based on the use of either nails or bolts; nail and bolt values cannot be combined. 5) CBE column base shall be embedded into concrete up to this depth. 6) NAILS: 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

22,F13,R18

Fastener

Schedule2,6

4 x 4

4 x 6


CodeRef.

USPStock No.

Column Size


SteelGauge

6 x 6

CBE44

CBE46

CBE66

LCB44

LCB46

LCB66

12

12

12

Uplift 160%1

3-1/2

5-1/2

5-1/25-1/2

3-9/16

3-9/16

2

2

2

7-1/2

7-1/2

7-1/2

Dimensions (in)

6-1/2

6-1/2

5-1/2

Uplift 160%1

Typical CBE installation

CBE

1.5 x embedment (typical for all edges)

Uplift

3-3/16"

H

embedment

W1

W2

L

Caps & Bases

72

Caps

& B

ases

Copyright © 2018 M


CBSQ Column Bases

These column bases install using USP’s WS2-EXT Wood Screws, reducing installation time and cost. Designed for high uplift in high wind or seismic applications. Includesa stand-off plate to protect the wood from ground contact moisture as required by building code.

Materials: See chartFinish: G-185 galvanizingOptions: See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Chart IRC R317.1.4, IBC 2304.11.2.7, IRC R407.3, IBC 2304.9.7

Installation:• Use all specified fasteners. See Product Notes, page 18.• WS2-EXT Wood Screws, 1/4" dia. x 2" long, are supplied with CBSQ Bases.• Maintain 3" minimum edge distance between post and edge of concrete.• Embed the column base until the concrete surface meets the bottom

edge of the stand-off plate.• Not recommended for fence posts or other unrestrained (not fixed

or fastened at top) applications. These bases are not designed to resist overturning (moment) loads.

Typical CBSQ44-TZ installation

Ref. No. Strap Base W1 W2 L Embed4 Qty

4 x 4 CBSQ44-TZ CBSQ44-SDS2 10 16 3-9/16 3-1/2 2-1/4 7-3/16 14 WS2-EXT 11950 5955 11950 4165 4 x 6 CBSQ46-TZ CBSQ46-SDS2 10 12 3-9/16 5-7/16 2-1/4 7-3/16 14 WS2-EXT 11955 5955 11955 4165 6 x 6 CBSQ66-TZ CBSQ66-SDS2 10 12 5-1/2 5-7/16 3 7-3/16 14 WS2-EXT 11955 6870 11955 5280

4 x 4 CBSQ44-TZ CBSQ44-SDS2 10 16 3-9/16 3-1/2 2-1/4 7-3/16 14 WS2-EXT 11950 5100 11950 3570 4 x 6 CBSQ46-TZ CBSQ46-SDS2 10 12 3-9/16 5-7/16 2-1/4 7-3/16 14 WS2-EXT 11955 5100 11955 3570 6 x 6 CBSQ66-TZ CBSQ66-SDS2 10 12 5-1/2 5-7/16 3 7-3/16 14 WS2-EXT 11955 6465 11955 4525

1) Uplift Loads have been increased 60% for wind and seismic loads, no further increase shall be permitted. 2) WS2-EXT Wood Screws are 1/4" x 2" and are included with CBSQ Column Bases. 3) Concrete compressive strength shall be 2,500 psi or greater at 28 days. 4) The CBSQ shall be embedded into concrete up to specified depth. The minimum side cover is three inches.

SDC C-F

Uplift

160%1

Uplift

160%1

110

WoodScrews

ColumnSize

USPStock No.

Fastener

Schedule2Steel

GaugeDimensions (in)

CodeRef.

110


Corr

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100%


Download100%

SDC A & B




CBSQ46-TZ

Uplift

3" min. edge distance

1" standoff

Bearing

Caps & Bases

L

W21"

W1

7-3/16"

8-3/4"

73

Caps & Bases

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Secures nominal sized posts to wood surfaces for light-duty applications.

Materials: 18 gaugeFinish: G90 galvanizing; D44-TZ & D46R-TZ - G-185 galvanizingOptions: See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Chart


(not fixed or fastened at top) applications. These anchors are not designed to resist overturning (moment) loads.

• While D series post anchors offer some lateral and uplift resistance, they are not recommended as a primary means of anchorage for posts in railings.

L

H

W

Typical D installation

D

W

D Post Anchors

Uplift F1 F2 Uplift F1 F2

Post Size Ref. No. W H L Qty Nail Qty Nail 160% 160% 160% 160% 160% 160%

4 x 4 D44-TZ BC40, BC40Z

18 3-9/16 2-1/2 3-3/8 8 16d HDG 4 16d HDG 715 875 875 565 750 750

4 x 4 Rough D44R BC40R 18 4 3 3-3/4 8 16d 4 16d 715 875 875 565 750 750 4 x 6 D46 BC460 18 3-9/16 3 5-3/8 10 16d 5 16d 715 1020 1095 600 855 920 4 x 6 Rough D46R-TZ -- 18 4 3 5-3/8 10 16d 5 16d 715 1020 1095 600 855 920 130 6 x 6 D66 BC60 18 5-1/2 3 5-3/8 10 16d 5 16d 715 1020 1095 600 855 920 6 x 6 Rough D66R BC60R 18 6 3 5-3/8 10 16d 5 16d 715 1020 1095 600 855 920 8 x 8 D88 BC80 18 7-1/2 3 7-3/8 12 16d 5 16d 715 1020 1095 600 855 920

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) NAILS: 16d nails are 0.162" dia. x 3-1/2" long.

11, R13, F6

11, R13, F6

CodeRef.

S-P-FAllowable Loads (Lbs.)1

Corr

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DF/SP Allowable Loads (Lbs.)1Dimensions (in)

USPStock No.

SteelGauge

Fastener Schedule2

Post Beam

F1

UpliftF2




H

L

Caps & Bases

74

Caps

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ases

Copyright © 2018 M





EPCM / PCM Post Caps

PCM – Provides a positive connection for medium-duty, post-to-beam applications.

EPCM – End column caps.

Materials: See chartFinish: G90 galvanizingOptions: See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• PCM 16 gauge post caps should not be substituted for PCM 12

gauge post caps unless approved by the Engineer of Record.

Uplift1 F1 F2

Ref. No. Beam Post W1 W2 H1 L1 L2 Qty Type Qty Type 160% 160% 160%

PCM4416 PC44-16 16 4x 4x 3-9/16 3-9/16 3-9/16 2-7/16 11 8 16d 12 16d 1100 1300 1480 PCM44 PC44 12 4x 4x 3-9/16 3-9/16 3-9/16 2-7/16 11 8 16d 12 16d 1900 1545 1850 PCM46 PC46 12 4x 6x 3-9/16 5-9/16 3-9/16 2-7/16 13 8 16d 12 16d 1900 1545 1850 PCM4616 PC46-16 16 4x 6x 3-9/16 5-9/16 3-9/16 2-7/16 13 8 16d 12 16d 1100 1300 1480 PCM4816 PC48-16 16 4x 8x 3-9/16 7-9/16 3-9/16 2-7/16 15 8 16d 12 16d 1100 1300 1480 PCM48 PC48 12 4x 8x 3-9/16 7-9/16 3-9/16 2-7/16 15 8 16d 12 16d 1900 1545 1850 PCM6416 PC64-16 16 6x 4x 5-1/2 3-9/16 3-1/2 3-13/16 11 8 16d 12 16d 1120 1765 1765 PCM64 PC64 12 6x 4x 5-1/2 3-9/16 3-1/2 3-13/16 11 8 16d 12 16d 1795 2115 1905 PCM6616 PC66-16 16 6x 6x 5-1/2 5-9/16 3-1/2 3-13/16 13 8 16d 12 16d 1120 1765 1765 PCM66 PC66 12 6x 6x 5-1/2 5-9/16 3-1/2 3-13/16 13 8 16d 12 16d 1795 2115 1905 PCM6816 -- -- 16 6x 8x 5-1/2 7-9/16 3-1/2 3-13/16 15 8 16d 12 16d 1120 1765 1765 PCM68 PC68 12 6x 8x 5-1/2 7-9/16 3-1/2 3-13/16 15 8 16d 12 16d 1795 2115 1905 PCM77 -- 12 7-1/8 7-1/8 7-1/8 7-1/8 3-11/16 5-5/8 14-9/16 8 16d 12 16d 1795 2115 1905 PCM8416 -- 16 8x 4x 7-1/2 3-9/16 3-1/2 5-5/8 11 8 16d 12 16d 1120 1765 1765 PCM84 PC84 12 8x 4x 7-1/2 3-9/16 3-1/2 5-5/8 11 8 16d 12 16d 1795 2115 1905 PCM8616 -- 16 8x 6x 7-1/2 5-9/16 3-3/8 5-5/8 13 8 16d 12 16d 1120 1765 1765 PCM86 PC86 12 8x 6x 7-1/2 5-9/16 3-1/2 5-5/8 13 8 16d 12 16d 1795 2115 1905 PCM8816 -- 16 8x 8x 7-1/2 7-9/16 3-1/2 5-5/8 15 8 16d 12 16d 1120 1765 1765 PCM88 PC88 12 8x 8x 7-1/2 7-9/16 3-1/2 5-5/8 15 8 16d 12 16d 1795 2115 1905

EPCM4416 EPC44-16 16 4x 4x 3-9/16 3-9/16 3-9/16 2-7/16 7-1/4 8 16d 8 16d 1100 1300 1480 EPCM44 EPC44 12 4x 4x 3-9/16 3-9/16 3-9/16 2-7/16 7-1/4 8 16d 8 16d 1900 1545 1850 EPCM46 EPC46 12 4x 6x 3-9/16 5-9/16 3-9/16 2-7/16 9-1/4 8 16d 8 16d 1900 1545 1850 EPCM4616 EPC46-16 16 4x 6x 3-9/16 5-9/16 3-9/16 2-7/16 9-1/4 8 16d 8 16d 1100 1300 1480 EPCM4816 EPC48-16 16 4x 8x 3-9/16 7-9/16 3-9/16 2-7/16 11-1/4 8 16d 8 16d 1100 1300 1480 EPCM48 EPC48 12 4x 8x 3-9/16 7-9/16 3-9/16 2-7/16 11-1/4 8 16d 8 16d 1900 1545 1850 EPCM6416 EPC64-16 16 6x 4x 5-1/2 3-9/16 3-1/2 3-13/16 7-1/4 8 16d 8 16d 1120 1765 1765 EPCM64 EPC64 12 6x 4x 5-1/2 3-9/16 3-1/2 3-13/16 7-1/4 8 16d 8 16d 1795 1905 1905 EPCM6616 EPC66-16 16 6x 6x 5-1/2 5-9/16 3-1/2 3-13/16 9-1/4 8 16d 8 16d 1120 1765 1765 EPCM66 EPC66 12 6x 6x 5-1/2 5-9/16 3-1/2 3-13/16 9-1/4 8 16d 8 16d 1795 1905 1905 EPCM6816 -- 16 6x 8x 5-1/2 7-9/16 3-1/2 3-13/16 11-1/4 8 16d 8 16d 1120 1765 1765 EPCM68 EPC68 12 6x 8x 5-1/2 7-9/16 3-1/2 3-13/16 11-1/4 8 16d 8 16d 1795 1905 1905 EPCM77 -- 12 7-1/8 7-1/8 7-1/8 7-1/8 3-11/16 5-5/8 10-13/16 8 16d 8 16d 1795 1905 1905 EPCM8416 -- 16 8x 4x 7-1/2 3-9/16 3-1/2 5-5/8 7-1/4 8 16d 8 16d 1120 1765 1765 EPCM84 EPC84 12 8x 4x 7-1/2 3-9/16 3-1/2 5-5/8 7-1/4 8 16d 8 16d 1795 1905 1905 EPCM8616 -- 16 8x 6x 7-1/2 5-9/16 3-3/8 5-5/8 9-1/4 8 16d 8 16d 1120 1765 1765 EPCM86 EPC86 12 8x 6x 7-1/2 5-9/16 3-1/2 5-5/8 9-1/4 8 16d 8 16d 1795 1905 1905 EPCM8816 -- 16 8x 8x 7-1/2 7-9/16 3-1/2 5-5/8 11-1/4 8 16d 8 16d 1120 1765 1765 EPCM88 EPC88 12 8x 8x 7-1/2 7-9/16 3-1/2 5-5/8 11-1/4 8 16d 8 16d 1795 1905 1905


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11, R13,F6

End Column Caps

Center Column Caps

Fastener Schedule2

Post Beam

Steel Gauge

Dimensions (in)

CodeRef.

USPStock No.

DF/SPAllowable Loads (Lbs.)

Typical PCM46 center cap installation PCM

Typical EPCM end cap installation EPCM


2) NAILS: 16d nails are 0.162" dia. x 3-1/2" long.

L1W2

H1

W1

W1

W2L1

L2

3-3/4"

L2Uplift

Uplift

F1

F1

F2

F2

H1

3-3/4"

Caps & Bases

Qty Type Qty Type PCM_16 16 8 16d 12 16d PCM 12 8 16d 12 16d EPCM_16 16 8 16d 8 16d EPCM 12 8 16d 8 16d


USPSeries

Steel Gauge


Post Beam

75

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BC / BCS / C Post Caps

BC – One-piece design for double 2x’s to a 4x post.

BCS – One-piece design connects 2-ply or 3-ply beams to the tops of 4x4 or 6x6 post. Slant nailing reduces the amount of nails required.

C – One-piece design.

Materials: 18 gaugeFinish: G90 galvanizing; BC400-TZ – G-185 galvanizingOptions: See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Chart

Installation:• Place post cap on top of post and fasten cap

to post using specified nails. • Place beam between top flanges of the cap

and install all specified nails into beam.• BCS - Slant nails must be installed through

dimple holes at a 30° to 45° angle through the beam into the post to achieve listed loads. Standard length “common” nails must be used to achieve listed load values.

Typical C44 installation

Typical BC400-TZ installation

Typical BCS23-6 installation

C44BC400-TZ BCS23-6

Uplift F1 F2

Post Size Ref. No. W1 W2 H1 H2 L1 L2 Qty Type Qty Type 160% 160% 160% BCS22-4 BCS2-2/4 18 3-1/8 3-9/16 2-15/16 2-15/16 2-7/8 2-7/8 6 10d 8 10d 865 1065 --

BC400-TZ -- 18 3-1/8 3-9/16 2-3/8 3 3-1/2 3-5/16 1010d x 1-1/2

HDG8

10d x 1-1/2HDG

615 780 580

C44 BC4 18 3-9/16 3-9/16 2-7/8 2-7/8 3-1/4 3-1/4 6 16d 6 16d 1000 1225 1225 4 x 4 Rough C44R BC4R 18 4 4 2-5/8 2-5/8 3-1/4 3-1/4 8 16d 8 16d 1000 1225 1225 4 x 6 C46 BC46 18 3-9/16 5-1/2 2-9/16 2-5/8 3-3/8 5-1/4 6 16d 10 16d 1000 1225 1225 4 x 6 Rough C46R -- -- 18 4 6 2-3/4 2-3/4 3-1/4 5-1/4 8 16d 10 16d 1000 1225 1225

BCS23-6 BCS2-3/6 18 4-5/8 5-5/8 3 3-3/8 3-1/2 4-3/8 6 16d 12 16d 1120 1625 -- 130 C66 BC6 18 5-1/2 5-1/2 2-7/8 2-7/8 5-1/4 5-1/4 12 16d 12 16d 1295 2190 2190

6 x 6 Rough C66R BC6R 18 6 6 2-13/16 2-13/16 5-1/4 5-1/4 10 16d 10 16d 1090 2190 2190 8 x 8 C88 BC8 18 7-1/2 7-1/2 5 5 7-3/8 7-3/8 16 16d 16 16d 1125 2525 2525

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

USPStock No.

SteelGauge

Code Ref.Co

rros

ion

Fini

sh

Dimensions (in)Fastener Schedule2

Post Beam


130

6 x 6 11,

R13, F6

11,R13,F6

4 x 4




F1

F2

F1

F2

Uplift

W2

W1L2

H2

H1

Caps & Bases

W1

W2

L2

L1

H2

H1

F1 Uplift

Raised dimple allows 30° to 45° nailing

H1

H2

L2

L1

W1

W2

76

Caps

& B

ases

Copyright © 2018 M


PB / PBES / PBS Post Caps

PB – Two-piece design.

PBES / PBS – Two-piece design with extended side plates and wrap around post design. Easy retrofit installations.

Materials: 18 gaugeFinish: G90 galvanizing; PB44-6TZ & PB66-6TZ – G-185 galvanizingOptions: See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• These products are designed for single, solid-sawn

beams with matching post width. Multi-ply beams must have same width as post. Use shims as required.

• PB, PBES, PBS post caps are to be installed in pairs.

Uplift F1 F2

Post Size Ref. No. W H1 H2 L1 L2 Qty Type Qty Type 160% 160% 160% PB44-6TZ LPC4Z 18 1-1/2 2-1/8 1-1/2 -- 3-5/8 8 16d HDG 8 16d HDG 640 1000 400 PBES44 ACE4, LCE4 18 1-1/2 2-3/8 2-3/4 3-1/4 4-3/4 8 16d 8 16d 1755 1015 630 PBS44 AC4 18 1-7/16 2-5/16 2-13/16 3-9/16 6-1/2 12 16d 12 16d 2630 1730 1195

4 x 4 Rough PBS44R AC4R 18 1-1/2 2-5/16 2-3/16 4 7 8 16d 8 16d 1755 1015 630 PB66-6TZ LPC6Z 18 1-1/2 2-1/2 3 -- 5-9/16 8 16d HDG 8 16d HDG 640 1000 400 PBES66 ACE6 18 1-1/2 2-3/8 2-1/8 5-1/2 7 8 16d 8 16d 1755 1275 1010 PBS66 AC6 18 1-1/4 2-5/16 2-7/8 5-1/2 8 14 16d 12 16d 2280 1850 1310

6 x 6 Rough PBS66R AC6R 18 1-1/4 2-5/16 2-3/16 6 8-1/2 10 16d 10 16d 1845 1275 1010

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Load and nail schedules for two-piece models are per pair of post caps. 3) NAILS: 16d nails are 0.162" dia. x 3-1/2" long.

4 x 4

6 x 6

USPStock No.

SteelGauge

Code Ref.Co

rros

ion

Fini

sh

11,R13,F6

Dimensions (in)Fastener Schedule2,3

Post Beam

DF/SP

Allowable Loads (Lbs.)1,2

Typical PBS installation

PB44-6TZPBS

Typical PBESinstallation

Typical PB-TZinstallation

PBES




F2 F2 F2

Uplift Uplift Uplift

F1F1

F1

L2

W

H2

H1

L1

W1

L2

H2

H1

Caps & Bases

L1

W

L2

H2

H1

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PBC Post Beam Corner Connectors

The PBC series is a one-piece connector designed to secure two mitered beams on a corner post while providing uplift capacity.


Installation:• Use all specified fasteners. See Product Notes, page 18.• Install PBC on outside corner of post forming tabs to inner side of post.• Assumes beam members are bevel cut at corner.

The CPB is made of corrosion resistant composite material compatible with preservative treated lumber. Provides code required 1" stand-off and can be used with rough lumber sizes.

Materials: High Strength compositeCodes: See page 10 for Code Reference Chart. IRC R317.1.4, IBC 2304.11.2.7, IRC R407.3, IBC 2304.9.7

Installation:• Attach base to post with (4) 10d HDG nails.• Attach post to concrete using 1/2" diameter rod into concrete

and extend into wood member.• Not recommended for fence posts or other unrestrained (not

fixed or fastened at top) applications. These anchors are not designed to resist overturning (moment) loads.

Typical PBCinstallation

Typical CPBinstallation

PBC

CPB

Uplift F1 F2 Uplift F1 F2

Ref. No. W L Qty Type Qty Type 160% 160% 160% 160% 160% 160% 4 x 4 PBC44-TZ -- -- 18 4-15/16 6-1/2 8 16d HDG 8 16d HDG 1740 870 870 1500 750 750 6 x 6 PBC66-TZ -- -- 18 6-15/16 6-1/2 8 16d HDG 8 16d HDG 1740 870 870 1500 750 750


CodeRef.

130

PostSize

USPStock No.

SteelGauge Co

rros

ion

Fini

sh

DF/SP


S-P-F

Allowable Loads (Lbs.)1Dimensions (in)Fastener Schedule2

Post Beam

CPB Composite Post Bases

Ref. No. W1 W2 Qty Type 4 x 4 CPB44 CPS4 3-1/4 3-1/4 2.2 4 10d HDG 5235 6545 4 x 6 CPB46 CPS46 3-5/16 5-5/16 3.3 4 10d HDG 6810 9820 5 x 5 CPB55 CPS5 4-1/8 4-1/8 3.0 4 10d HDG 6295 8925 6 x 6 CPB66 CPS6 5-5/16 5-5/16 3.9 4 10d HDG 8570 11600 8 x 8 CPB88 CPS7 7-1/4 7-1/4 6.4 4 10d HDG 12490 19040

1) Loads shall not be increased for short-term loading. 2) Loads require a minimum 650 psi wood compressive strength. 3) Concrete Design Bearing Strength = Ø (0.85 f'C A1) with f'C = 2,500 psi. ACI 318-02, Section 10.17.1.

4) Design Bearing Strength has been increased assuming (A2 / A1)0.5

per ACI 318-02, Section 10.17.1. 5) NAILS: 10d nails are 0.148" dia. x 3" long.

Post Size

CodeRef.

100

ConcreteDesign Bearing

Strength3,4

BottomSurfaceBearing

AreaUSP

Stock No.

Post BaseAllowable

Capacity1,2

Fastener

Schedule5Dimensions (in)

Uplift

F1F2

W1

W2

1"

W

L

W

Caps & Bases




78

Caps

& B

ases

Copyright © 2018 M


KLCC Lally Column Caps

Girder

Ref. No. W H L Qty Qty Type KLCC45-35 LCC4.5-3.5 12 4-5/8 4 11-1/2 Triple 2x10/12 8 16d 3-1/2 16000 16000 -- KLCC45-4 LCC4.5-4 12 4-5/8 4 11-1/2 Triple 2x10/12 8 16d 4 21000 21000 -- KLCC6-35 LCC6-3.5 12 6-1/8 4 11-1/2 Quad 2x10/12 8 16d 3-1/2 16000 16000 -- KLCC6-4 LCC6-4 12 6-1/8 4 11-1/2 Quad 2x10/12 8 16d 4 21000 21000 -- KLCC35-35 LCC3.5-3.5 12 3-5/8 4 11-1/2 3.5 LVL / PSL 8 16d 3-1/2 -- -- 16000 KLCC35-4 LCC3.5-4 12 3-5/8 4 11-1/2 3.5 LVL / PSL 8 16d 4 -- -- 21000 KLCC525-35 LCC5.25-3.5 12 5-3/8 4 11-1/2 5.25 LVL / PSL 8 16d 3-1/2 -- -- 16000 KLCC525-4 LCC5.25-4 12 5-3/8 4 11-1/2 5.25 LVL / PSL 8 16d 4 -- -- 21000 KLCC7-35 LCC7-3.5 12 7-1/8 4 11-1/2 7 LVL / PSL 8 16d 3-1/2 -- -- 16000 KLCC7-4 LCC7-4 12 7-1/8 4 11-1/2 7 LVL / PSL 8 16d 4 -- -- 21000

1) Loads may not be increased for short-term loading. 2) Loads are for a continuous beam. 3) Allowable loads are determined using the lowest of the bearing loads. Use Fc equal to 335 psi for SPF, 625 psi for DF and 650 psi for LVL/PSL, or the lally column capacity. 4) Spliced conditions must be detailed by the designer to transfer tension loads between spliced members by means other than the lally column. The splice condition load is 6750 lbs. per beam side and the lally cap must be evenly loaded. 5) NAILS: 16d nails are 0.162" dia. x 3-1/2" long.

130

Column Outside Dia. (in)

Fastener Schedule

Nails5CodeRef.

LVL / PSLAllowable

Loads (Lbs.)1,2,3,4USPStock No.

SteelGauge

Dimensions (in) DF/SPAllowable

Loads (Lbs.)1,2,3,4

S-P-FAllowable

Loads (Lbs.)1,2,3,4

KCCQ / KECCQ Column Caps

Designed to be installed without the need to drill bolt holes, simplifying installation and maintaining the wood cross section. Installs with WS Wood Screws offering high uplift capacity.

KCCQ – Standard column cap

KECCQ – End column version

Materials: See chartFinish: USP primerOptions: See chart for Corrosion Finish Options and Specialty Options on page 80.Codes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• WS3 Wood Screws, 1/4" dia. x 3" long, are supplied with

Column Caps.• Beams shall be designed to support the required loads.

Beam shear may limit loads to less than listed loads for device. A design professional shall determine the adequacy of the stud to resist published loads.

Typical KECCQ44end cap installation

Typical KCCQ44center cap installation

KECCQ44

Lally Column Caps connect lally columns to wood beams. Fits 3-1/2" and 4" diameter lally columns.

Materials: 12 gaugeFinish: USP primer Codes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• Fit KLCC onto lally column. Position wood beam in KLCC

saddle and fasten. Typical KLCC installation KLCC

KCCQ44


H

LW1

W2

H

W

L

H

LW1

W2

Caps & Bases

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Bearing1 Uplift2,8

Ref. No. W1 W2 H L Qty Type Qty Type 100% 160%

KCCQ325-4 CCQ3-4SDS2.5 7 3-1/4 3-5/8 6-1/2 11 16 WS3 14 WS3 21485 7390 KCCQ325-6 CCQ3-6SDS2.5 7 3-1/4 5-1/2 6-1/2 11 16 WS3 14 WS3 21485 7390 KCCQ44 CCQ44SDS2.5 7 3-5/8 3-5/8 6-1/2 11 16 WS3 14 WS3 24065 7390 KCCQ45 -- 7 3-5/8 5-3/8 6-1/2 11 16 WS3 14 WS3 24065 7390 KCCQ46 CCQ46SDS2.5 7 3-5/8 5-1/2 6-1/2 11 16 WS3 14 WS3 24065 7390 KCCQ47 -- 7 3-5/8 7-1/8 6-1/2 11 16 WS3 14 WS3 24065 7390 KCCQ47X -- 7 3-5/8 7-1/8 6-1/2 13 16 WS3 14 WS3 28440 7390 KCCQ48 CCQ48SDS2.5 7 3-5/8 7-1/2 6-1/2 11 16 WS3 14 WS3 24065 7390 KCCQ525-4 CCQ5-4SDS2.5 3 5-1/4 3-5/8 8 13 16 WS3 14 WS3 41640 7390 KCCQ525-6 CCQ5-6SDS2.5 3 5-1/4 5-1/2 8 13 16 WS3 14 WS3 41640 7390 KCCQ525-8 CCQ5-8SDS2.5 3 5-1/4 7-1/2 8 13 16 WS3 14 WS3 41640 7390 KCCQ57 -- 7 5-3/8 7-1/8 6-1/2 11 16 WS3 14 WS3 36095 7390 KCCQ64 CCQ64SDS2.5 7 5-1/2 3-5/8 6-1/2 11 16 WS3 14 WS3 37815 7390 KCCQ66 CCQ66SDS2.5 7 5-1/2 5-1/2 6-1/2 11 16 WS3 14 WS3 37815 7390 KCCQ67X CCQ6-7.13SDS2.5 7 5-1/2 7-1/8 6-1/2 11 16 WS3 14 WS3 37815 7390 KCCQ68 CCQ68SDS2.5 7 5-1/2 7-1/2 6-1/2 11 16 WS3 14 WS3 37815 7390 KCCQ74 CCQ74SDS2.5 3 6-7/8 3-5/8 6-1/2 11 16 WS3 14 WS3 46405 7390 KCCQ76 CCQ76SDS2.5 3 6-7/8 5-1/2 6-1/2 11 16 WS3 14 WS3 46405 7390 KCCQ77 CCQ77SDS2.5 3 6-7/8 6-7/8 6-1/2 11 16 WS3 14 WS3 46405 7390 KCCQ78 CCQ78SDS2.5 3 6-7/8 7-1/2 6-1/2 11 16 WS3 14 WS3 46405 7390 KCCQ71-4 CCQ7.1-4SDS2.5 3 7-1/8 3-5/8 6-1/2 11 16 WS3 14 WS3 48125 7390 KCCQ71-6 CCQ7.1-6SDS2.5 3 7-1/8 5-1/2 6-1/2 11 16 WS3 14 WS3 48125 7390 KCCQ71-71 CCQ7.1-7.1SDS2.5 3 7-1/8 7-1/8 6-1/2 11 16 WS3 14 WS3 48125 7390 KCCQ71-8 CCQ7.1-8SDS2.5 3 7-1/8 7-1/2 6-1/2 11 16 WS3 14 WS3 48125 7390 KCCQ84 -- 7 7-1/2 3-5/8 6-1/2 11 16 WS3 14 WS3 51565 7390 KCCQ86 CCQ86SDS2.5 7 7-1/2 5-1/2 6-1/2 11 16 WS3 14 WS3 51565 7390 KCCQ88 CCQ88SDS2.5 7 7-1/2 7-1/2 6-1/2 11 16 WS3 14 WS3 51565 7390 KCCQ94 -- 7 8-7/8 3-5/8 6-1/2 11 16 WS3 14 WS3 60155 7390 KCCQ96 CCQ96SDS2.5 7 8-7/8 5-1/2 6-1/2 11 16 WS3 14 WS3 60155 7390 KCCQ98 CCQ98SDS2.5 7 8-7/8 7-1/2 6-1/2 11 16 WS3 14 WS3 60155 7390 KCCQ106 CCQ106SDS2.5 7 9-1/2 5-1/2 6-1/2 11 16 WS3 14 WS3 65315 7390

KECCQ325-4 ECCQ3-4SDS2.5 7 3-1/4 3-5/8 6-1/2 7-1/2 16 WS3 14 WS3 14650 7105 KECCQ325-6 ECCQ3-6SDS2.5 7 3-1/4 5-1/2 6-1/2 7-1/2 16 WS3 14 WS3 14650 7105 KECCQ44 ECCQ44SDS2.5 7 3-5/8 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 16965 7105 KECCQ45 -- 7 3-5/8 5-3/8 6-1/2 7-1/2 16 WS3 14 WS3 16405 7105 KECCQ46 ECCQ46SDS2.5 7 3-5/8 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 18595 7105 KECCQ47 -- 7 3-5/8 7-1/8 6-1/2 9-1/2 16 WS3 14 WS3 20780 7105 KECCQ47X -- 7 3-5/8 7-1/8 6-1/2 9-1/2 16 WS3 14 WS3 20780 7105 KECCQ48 ECCQ48SDS2.5 7 3-5/8 7-1/2 6-1/2 8-1/2 16 WS3 14 WS3 18595 7105 KECCQ525-4 ECCQ5-4SDS2.5 3 5-1/4 3-5/8 8 9-1/2 16 WS3 14 WS3 22330 7105 KECCQ525-6 ECCQ5-6SDS2.5 3 5-1/4 5-1/2 8 9-1/2 16 WS3 14 WS3 27300 7105 KECCQ525-8 ECCQ5-8SDS2.5 3 5-1/4 7-1/2 8 9-1/2 16 WS3 14 WS3 30430 7105 KECCQ57 -- 7 5-3/8 7-1/8 6-1/2 9-1/2 16 WS3 14 WS3 27890 7105 KECCQ64 ECCQ64SDS2.5 7 5-1/2 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 23535 7105 KECCQ66 ECCQ66SDS2.5 7 5-1/2 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 28910 7105 KECCQ67X ECCQ6-7.13SDS2.5 7 5-1/2 7-1/8 6-1/2 8-1/2 16 WS3 14 WS3 29220 7105 KECCQ68 ECCQ68SDS2.5 7 5-1/2 7-1/2 6-1/2 8-1/2 16 WS3 14 WS3 29220 7105 KECCQ74 ECCQ74SDS2.5 3 6-7/8 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 27465 7105 KECCQ76 ECCQ76SDS2.5 3 6-7/8 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 35860 7105 KECCQ77 ECCQ77SDS2.5 3 6-7/8 6-7/8 6-1/2 8-1/2 16 WS3 14 WS3 35860 7105 KECCQ78 ECCQ78SDS2.5 3 6-7/8 7-1/2 6-1/2 8-1/2 16 WS3 14 WS3 35860 7105 KECCQ71-4 ECCQ7.1-4SDS2.5 3 7-1/8 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 28240 7105 KECCQ71-6 ECCQ7.1-6SDS2.5 3 7-1/8 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 35285 7105 KECCQ71-71 ECCQ7.1-7.1SDS2.5 3 7-1/8 7-1/8 6-1/2 8-1/2 16 WS3 14 WS3 37190 7105 KECCQ71-8 ECCQ7.1-8SDS2.5 3 7-1/8 7-1/2 6-1/2 8-1/2 16 WS3 14 WS3 37190 7105 KECCQ84 -- 7 7-1/2 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 29785 7105 KECCQ86 ECCQ86SDS2.5 7 7-1/2 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 37390 7105 KECCQ88 ECCQ88SDS2.5 7 7-1/2 7-1/2 6-1/2 8-1/2 16 WS3 14 WS3 39845 7105 KECCQ94 -- 7 8-7/8 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 33595 7105 KECCQ96 ECCQ96SDS2.5 7 8-7/8 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 42630 7105 KECCQ98 ECCQ98SDS2.5 7 8-7/8 7-1/2 6-1/2 8-1/2 16 WS3 14 WS3 46485 7105 KECCQ106 ECCQ106SDS2.5 7 9-1/2 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 45760 7105

1) Bearing loads are based on 625 psi perpendicular to grain loading; no further increase for duration of load is permitted. 2) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 3) Allowable loads are based on lumber with a specific gravity of 0.50 and a moisture content of 19% or less. 4) WS3 Wood Screws are 1/4" x 3" long and are included with KCCQ and KECCQ column caps. 5) Beams shall be designed to support the required loads. Beam shear may limit loads to less than listed loads for device. 6) The designer shall check post for required loads. 7) Spliced conditions must be detailed by the specifier to transfer tension loads between spliced members by means other than the column cap. 8) Uplift loads do no apply to splice conditions.

Columnor Post

Fastener Schedule4

Beam

Corr

osio

nFi

nish

DF/SPAllowable Loads

(Lbs.)3

Dimensions (in)

End Column Caps

USPStock No.

11,R13,F6

11,R13,F6

SteelGauge

CodeRef.

Center Column Caps

1) Bearing loads are based on 625 psi perpendicular to grain loading; no further increase for duration of load is permitted.

2) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.

3) Allowable loads are based on lumber with a specific gravity of 0.50 and a moisture content of 19% or less.

4) WS3 Wood Screws are 1/4" x 3" long and are included with KCCQ and KECCQ column caps.

5) Beams shall be designed to support the required loads. Beam shear may limit loads to less than listed loads for device.

6) The designer shall check post for required loads.

7) Spliced conditions must be detailed by the specifier to transfer tension loads between spliced members by means other than the column cap.

8) Uplift loads do not apply to splice conditions.





Caps & Bases

80

Caps

& B

ases

Copyright © 2018 M



KCCQT

KCCQO

KECCQ left

KECCQLLrotated 90° left

KCCQ offset right

KCCQC

Optional KECCQrotated straps 90°

KECCQ right

KECCQLRrotated 90° right

KECCQrotated 45° left

KCCQ offset left

KCCQOB

KECCQLLleft shown

KECCQ offset left

KECCQ offset right

KECCQrotated 45° right

Top View of Specialty Options Column Cap Configurations

L

H

W1

Specialty Options:• KECCQ – Straps may be rotated 90° on special order

where the W2 dimension is less than or equal to the W1 dimension.

• KCCQO/KECCQO – Cap only, no strap design for field welding to pipe or other columns.

• KCCQOB – For cross beam connections. Any two buckets can be welded together for a wide variety of applications. Allowable load shall be the lesser of the two components.

• KCCQT – For T beam intersections, consult USP. Specify beam/column conditions, dimensions, and loading requirements.

• KCCQC – For X beam intersections, consult USP. Specify beam/column conditions, dimensions, and loading requirements.

• KECCQLL/R – For L beam intersections, consult USP. Specify left (L) or right (R) beam/column conditions, dimensions, and loading requirements.

Dimension call-outs not shown in the table must be specified at time of ordering for specialty options, non-catalog, or rough/full size lumber sizes.

Refer to Options for Multiple-Beam Column Caps Special Order Worksheet for ordering instructions at www.uspconnectors.com/resources/technical-bulletins.

L

H2

W3

W2

W1

H1

W1

W2

W4

W3

H2

H1

H3

4" Typ.

L

Caps & Bases

W1

W3

W2

H2H1

L1

L2

H1

H2

W2

W1

L

H

W1

81

Caps & Bases

Copy

right

© 2

018

MiT

ek In

dust

ries,

Inc.

All

Righ

ts R

eser

ved

KCC / KECC Column Caps

KCC – Standard column cap.

KECC – End column version.

Materials: See chartFinish: USP primerOptions: See chart for Corrosion Finish Options. See page 83 for Specialty Options. All nominal lumber

sizes are available for rough/full size lumber. Codes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• Bolt holes should be a minimum of 1/32” to a maximum

of 1/16” larger than the bolt diameter.• Beams shall be designed to support the required loads.

Beam shear may limit loads to less than listed loads for device. A design professional shall determine the adequacy of the post and beam to resist published loads.


Typical KCCcenter cap installation

Typical KECC44end cap installation

KCC KECC44

Bearing1 Uplift2,8

Ref. No. W1 W2 H L Beam 100% 160%

KCC325-4 CC31/4-4 7 3-1/4 3-5/8 6-1/2 11 (4) 5/8 (2) 5/8 21485 3505 KCC325-6 CC31/4-6 7 3-1/4 5-1/2 6-1/2 11 (4) 5/8 (2) 5/8 21485 3505 KCC44 CC44 7 3-5/8 3-5/8 4 7 (2) 5/8 (2) 5/8 15315 3920 KCC45 -- 7 3-5/8 5-3/8 6-1/2 11 (4) 5/8 (2) 5/8 24065 3920 KCC46 CC46 7 3-5/8 5-1/2 6-1/2 11 (4) 5/8 (2) 5/8 24065 3920 KCC47 -- 7 3-5/8 7-1/8 6-1/2 11 (4) 5/8 (2) 5/8 24065 3920 KCC48 CC48 7 3-5/8 7-1/2 6-1/2 11 (4) 5/8 (2) 5/8 24065 3920 KCC525-4 CC51/4-4 3 5-1/4 3-5/8 8 13 (4) 3/4 (2) 3/4 41640 8155 KCC525-6 CC51/4-6 3 5-1/4 5-1/2 8 13 (4) 3/4 (2) 3/4 41640 8155 KCC525-8 CC51/4-8 3 5-1/4 7-1/2 8 13 (4) 3/4 (2) 3/4 41640 8155 KCC57 CC6-71/8 7 5-3/8 7-1/8 6-1/2 11 (4) 5/8 (2) 5/8 36095 4145 KCC64 CC64 7 5-1/2 3-5/8 6-1/2 11 (4) 5/8 (2) 5/8 37815 4145 KCC66 CC66 7 5-1/2 5-1/2 6-1/2 11 (4) 5/8 (2) 5/8 37815 4145 KCC68 CC68 7 5-1/2 7-1/2 6-1/2 11 (4) 5/8 (2) 5/8 37815 4145

1) Bearing loads are based on 625 psi perpendicular to grain loading; no further increase for duration of load is permitted. 2) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 3) Allowable loads are based on lumber with a specific gravity of 0.50 and a moisture content of 19% or less. 4) All bolts shall meet or exceed the specifications of ASTM A 307. 5) Beams shall be designed to support the required loads. Beam shear may limit loads to less than listed loads for device. 6) The designer shall check post for required loads. 7) Spliced conditions must be detailed by the specifier to transfer tension loads between spliced members by means other than the column cap. 8) Uplift loads do not apply to splice conditions.

Bearing1 Uplift2,8

Ref. No. W1 W2 H L Beam 100% 160%

KCC74 CC74 3 6-7/8 3-5/8 8 13 (4) 3/4 (2) 3/4 54845 8155 KCC76 CC76 3 6-7/8 5-1/2 8 13 (4) 3/4 (2) 3/4 54845 8155 KCC77 CC77 3 6-7/8 6-7/8 8 13 (4) 3/4 (2) 3/4 54845 8155 KCC78 CC78 3 6-7/8 7-1/2 8 13 (4) 3/4 (2) 3/4 54845 8155 KCC75X CC71/8-6 3 7-1/8 5-1/2 8 13 (4) 3/4 (2) 3/4 56875 8155 KCC77X CC71/8-71/8 3 7-1/8 7-1/8 8 13 (4) 3/4 (2) 3/4 56875 8155 KCC84 CC84 3 7-1/2 3-5/8 8 13 (4) 3/4 (2) 3/4 60940 8155 KCC86 CC86 3 7-1/2 5-1/2 8 13 (4) 3/4 (2) 3/4 60940 8155 KCC88 CC88 3 7-1/2 7-1/2 8 13 (4) 3/4 (2) 3/4 60940 8155 KCC94 CC94 3 8-7/8 3-5/8 8 13 (4) 3/4 (2) 3/4 71095 8155 KCC96 CC96 3 8-7/8 5-1/2 8 13 (4) 3/4 (2) 3/4 71095 8155 KCC98 CC98 3 8-7/8 7-1/2 8 13 (4) 3/4 (2) 3/4 71095 8155 KCC106 CC106 3 9-5/8 5-1/2 8 13 (4) 3/4 (2) 3/4 77190 8155

KECC325-4 ECC31/4-4 7 3-1/4 3-5/8 6-1/2 7-1/2 (2) 5/8 (2) 5/8 14650 1750 KECC325-6 ECC31/4-6 7 3-1/4 5-1/2 6-1/2 7-1/2 (2) 5/8 (2) 5/8 14650 1750 KECC44 ECC44 7 3-5/8 3-5/8 4 5-1/2 (1) 5/8 (2) 5/8 12030 1960 KECC45 -- 7 3-5/8 5-3/8 6-1/2 7-1/2 (2) 5/8 (2) 5/8 16405 1960 KECC46 ECC46 7 3-5/8 5-1/2 6-1/2 8-1/2 (2) 5/8 (2) 5/8 18595 1960 KECC47 -- 7 3-5/8 7-1/8 6-1/2 9-1/2 (2) 5/8 (2) 5/8 20780 1960 KECC48 ECC48 7 3-5/8 7-1/2 6-1/2 9-1/2 (2) 5/8 (2) 5/8 20780 1960 KECC525-4 ECC51/4-4 3 5-1/4 3-5/8 8 9-1/2 (2) 3/4 (2) 3/4 30430 5935 KECC525-6 ECC51/4-6 3 5-1/4 5-1/2 8 9-1/2 (2) 3/4 (2) 3/4 30430 5935 KECC525-8 ECC51/4-8 3 5-1/4 7-1/2 8 9-1/2 (2) 3/4 (2) 3/4 30430 5935 KECC57 ECC6-71/8 7 5-3/8 7-1/8 6-1/2 9-1/2 (2) 5/8 (2) 5/8 31170 2070 KECC64 ECC64 7 5-1/2 3-5/8 6-1/2 7-1/2 (2) 5/8 (2) 5/8 25780 2070 KECC66 ECC66 7 5-1/2 5-1/2 6-1/2 7-1/2 (2) 5/8 (2) 5/8 25780 2070 KECC68 ECC68 7 5-1/2 7-1/2 6-1/2 9-1/2 (2) 5/8 (2) 5/8 32655 2070 KECC74 ECC74 3 6-7/8 3-5/8 8 10-1/2 (2) 3/4 (2) 3/4 44295 5935 KECC76 ECC76 3 6-7/8 5-1/2 8 10-1/2 (2) 3/4 (2) 3/4 44295 5935 KECC77 ECC77 3 6-7/8 6-7/8 8 10-1/2 (2) 3/4 (2) 3/4 44295 5935 KECC78 ECC78 3 6-7/8 7-1/2 8 10-1/2 (2) 3/4 (2) 3/4 44295 5935 KECC75X ECC71/8-6 3 7-1/8 5-1/2 8 10-1/2 (2) 3/4 (2) 3/4 45940 5935 KECC77X ECC71/8-71/8 3 7-1/8 7-1/8 8 10-1/2 (2) 3/4 (2) 3/4 45940 5935 KECC84 ECC84 3 7-1/2 3-5/8 8 10-1/2 (2) 3/4 (2) 3/4 49220 5935 KECC86 ECC86 3 7-1/2 5-1/2 8 10-1/2 (2) 3/4 (2) 3/4 49220 5935 KECC88 ECC88 3 7-1/2 7-1/2 8 10-1/2 (2) 3/4 (2) 3/4 49220 5935 KECC94 ECC94 3 8-7/8 3-5/8 8 10-1/2 (2) 3/4 (2) 3/4 57420 5935 KECC96 ECC96 3 8-7/8 5-1/2 8 10-1/2 (2) 3/4 (2) 3/4 57420 5935 KECC98 ECC98 3 8-7/8 7-1/2 8 10-1/2 (2) 3/4 (2) 3/4 57420 5935 KECC106 ECC106 3 9-5/8 5-1/2 8 10-1/2 (2) 3/4 (2) 3/4 62345 5935


End Column Caps

Fastener Schedule4Dimensions (in)

11,R13,F6

Corr

osio

nFi

nish

Center Column Caps

USPStock No.


SteelGauge

Columnor Post

Code Ref.


Schedule4DF/SP


Corr

osio

nFi

nish

11,R13,F6

Center Column Caps

11,R13,F6

USPStock No.

SteelGauge

Columnor Post

Code Ref.





Caps & Bases

2-1/2"

1-1/2"

3"

1-1/4"

4"

W1

W2

H

L

W2

2-1/2"

1-1/2"

1-1/4"

3"

4"

3"

H

LW1

82

Caps

& B

ases

Copyright © 2018 M


Bearing1 Uplift2,8

Ref. No. W1 W2 H L Beam 100% 160%

KCC325-4 CC31/4-4 7 3-1/4 3-5/8 6-1/2 11 (4) 5/8 (2) 5/8 21485 3505 KCC325-6 CC31/4-6 7 3-1/4 5-1/2 6-1/2 11 (4) 5/8 (2) 5/8 21485 3505 KCC44 CC44 7 3-5/8 3-5/8 4 7 (2) 5/8 (2) 5/8 15315 3920 KCC45 -- 7 3-5/8 5-3/8 6-1/2 11 (4) 5/8 (2) 5/8 24065 3920 KCC46 CC46 7 3-5/8 5-1/2 6-1/2 11 (4) 5/8 (2) 5/8 24065 3920 KCC47 -- 7 3-5/8 7-1/8 6-1/2 11 (4) 5/8 (2) 5/8 24065 3920 KCC48 CC48 7 3-5/8 7-1/2 6-1/2 11 (4) 5/8 (2) 5/8 24065 3920 KCC525-4 CC51/4-4 3 5-1/4 3-5/8 8 13 (4) 3/4 (2) 3/4 41640 8155 KCC525-6 CC51/4-6 3 5-1/4 5-1/2 8 13 (4) 3/4 (2) 3/4 41640 8155 KCC525-8 CC51/4-8 3 5-1/4 7-1/2 8 13 (4) 3/4 (2) 3/4 41640 8155 KCC57 CC6-71/8 7 5-3/8 7-1/8 6-1/2 11 (4) 5/8 (2) 5/8 36095 4145 KCC64 CC64 7 5-1/2 3-5/8 6-1/2 11 (4) 5/8 (2) 5/8 37815 4145 KCC66 CC66 7 5-1/2 5-1/2 6-1/2 11 (4) 5/8 (2) 5/8 37815 4145 KCC68 CC68 7 5-1/2 7-1/2 6-1/2 11 (4) 5/8 (2) 5/8 37815 4145


Bearing1 Uplift2,8

Ref. No. W1 W2 H L Beam 100% 160%

KCC74 CC74 3 6-7/8 3-5/8 8 13 (4) 3/4 (2) 3/4 54845 8155 KCC76 CC76 3 6-7/8 5-1/2 8 13 (4) 3/4 (2) 3/4 54845 8155 KCC77 CC77 3 6-7/8 6-7/8 8 13 (4) 3/4 (2) 3/4 54845 8155 KCC78 CC78 3 6-7/8 7-1/2 8 13 (4) 3/4 (2) 3/4 54845 8155 KCC75X CC71/8-6 3 7-1/8 5-1/2 8 13 (4) 3/4 (2) 3/4 56875 8155 KCC77X CC71/8-71/8 3 7-1/8 7-1/8 8 13 (4) 3/4 (2) 3/4 56875 8155 KCC84 CC84 3 7-1/2 3-5/8 8 13 (4) 3/4 (2) 3/4 60940 8155 KCC86 CC86 3 7-1/2 5-1/2 8 13 (4) 3/4 (2) 3/4 60940 8155 KCC88 CC88 3 7-1/2 7-1/2 8 13 (4) 3/4 (2) 3/4 60940 8155 KCC94 CC94 3 8-7/8 3-5/8 8 13 (4) 3/4 (2) 3/4 71095 8155 KCC96 CC96 3 8-7/8 5-1/2 8 13 (4) 3/4 (2) 3/4 71095 8155 KCC98 CC98 3 8-7/8 7-1/2 8 13 (4) 3/4 (2) 3/4 71095 8155 KCC106 CC106 3 9-5/8 5-1/2 8 13 (4) 3/4 (2) 3/4 77190 8155

KECC325-4 ECC31/4-4 7 3-1/4 3-5/8 6-1/2 7-1/2 (2) 5/8 (2) 5/8 14650 1750 KECC325-6 ECC31/4-6 7 3-1/4 5-1/2 6-1/2 7-1/2 (2) 5/8 (2) 5/8 14650 1750 KECC44 ECC44 7 3-5/8 3-5/8 4 5-1/2 (1) 5/8 (2) 5/8 12030 1960 KECC45 -- 7 3-5/8 5-3/8 6-1/2 7-1/2 (2) 5/8 (2) 5/8 16405 1960 KECC46 ECC46 7 3-5/8 5-1/2 6-1/2 8-1/2 (2) 5/8 (2) 5/8 18595 1960 KECC47 -- 7 3-5/8 7-1/8 6-1/2 9-1/2 (2) 5/8 (2) 5/8 20780 1960 KECC48 ECC48 7 3-5/8 7-1/2 6-1/2 9-1/2 (2) 5/8 (2) 5/8 20780 1960 KECC525-4 ECC51/4-4 3 5-1/4 3-5/8 8 9-1/2 (2) 3/4 (2) 3/4 30430 5935 KECC525-6 ECC51/4-6 3 5-1/4 5-1/2 8 9-1/2 (2) 3/4 (2) 3/4 30430 5935 KECC525-8 ECC51/4-8 3 5-1/4 7-1/2 8 9-1/2 (2) 3/4 (2) 3/4 30430 5935 KECC57 ECC6-71/8 7 5-3/8 7-1/8 6-1/2 9-1/2 (2) 5/8 (2) 5/8 31170 2070 KECC64 ECC64 7 5-1/2 3-5/8 6-1/2 7-1/2 (2) 5/8 (2) 5/8 25780 2070 KECC66 ECC66 7 5-1/2 5-1/2 6-1/2 7-1/2 (2) 5/8 (2) 5/8 25780 2070 KECC68 ECC68 7 5-1/2 7-1/2 6-1/2 9-1/2 (2) 5/8 (2) 5/8 32655 2070 KECC74 ECC74 3 6-7/8 3-5/8 8 10-1/2 (2) 3/4 (2) 3/4 44295 5935 KECC76 ECC76 3 6-7/8 5-1/2 8 10-1/2 (2) 3/4 (2) 3/4 44295 5935 KECC77 ECC77 3 6-7/8 6-7/8 8 10-1/2 (2) 3/4 (2) 3/4 44295 5935 KECC78 ECC78 3 6-7/8 7-1/2 8 10-1/2 (2) 3/4 (2) 3/4 44295 5935 KECC75X ECC71/8-6 3 7-1/8 5-1/2 8 10-1/2 (2) 3/4 (2) 3/4 45940 5935 KECC77X ECC71/8-71/8 3 7-1/8 7-1/8 8 10-1/2 (2) 3/4 (2) 3/4 45940 5935 KECC84 ECC84 3 7-1/2 3-5/8 8 10-1/2 (2) 3/4 (2) 3/4 49220 5935 KECC86 ECC86 3 7-1/2 5-1/2 8 10-1/2 (2) 3/4 (2) 3/4 49220 5935 KECC88 ECC88 3 7-1/2 7-1/2 8 10-1/2 (2) 3/4 (2) 3/4 49220 5935 KECC94 ECC94 3 8-7/8 3-5/8 8 10-1/2 (2) 3/4 (2) 3/4 57420 5935 KECC96 ECC96 3 8-7/8 5-1/2 8 10-1/2 (2) 3/4 (2) 3/4 57420 5935 KECC98 ECC98 3 8-7/8 7-1/2 8 10-1/2 (2) 3/4 (2) 3/4 57420 5935 KECC106 ECC106 3 9-5/8 5-1/2 8 10-1/2 (2) 3/4 (2) 3/4 62345 5935


End Column Caps


11,R13,F6

Corr

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nFi

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Center Column Caps

USPStock No.


SteelGauge

Columnor Post

Code Ref.


Schedule4DF/SP


Corr

osio

nFi

nish

11,R13,F6

Center Column Caps

11,R13,F6

USPStock No.

SteelGauge

Columnor Post

Code Ref.






Caps & Bases

Installation:• Use all specified fasteners. See Product Notes, page 18.• Bolt holes should be a minimum of 1/32” to a maximum of 1/16” larger than the bolt diameter.• Beams shall be designed to support the required loads. Beam shear may limit loads to less than

listed loads for device. A design professional shall determine the adequacy of the post and beam to resist published loads.


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Specialty Options:• KECC – Straps may be rotated 90° on special order

where the W2 dimension is less than or equal to the W1 dimension. Unless specified W3 and W4 dimensions are equal to the W1 dimension, and H2 and H3 dimensions are equal to the H1 dimension.

• KCCO/KECCO – Cap only, no strap design for field welding to pipe or other columns.

• KCCOB – For cross beam connections. Any two buckets can be welded together for a wide variety of applications. Allowable load shall be the lesser of the two components.

• KCCT – For T beam intersections, consult USP. Specify beam/column conditions, dimensions, and loading requirements.

• KCCC – For X beam intersections, consult USP. Specify beam/column conditions, dimensions, and loading requirements.

• KECCLL/R – For L beam intersections, consult USP. Specify left (L) or right (R) beam/column conditions, dimensions, and loading requirements.

Dimension call-outs not shown in the table must be specified at time of ordering for specialty options, non-catalog, or rough/full size lumber sizes.

Refer to Options for Multiple-Beam Bolted Column Caps Special Order Worksheet for ordering instructions at www.uspconnectors.com/resources/technical-bulletins.

KCCT

KCCO

KCCC

Optional KECCrotated straps 90°

KCCOB

KECCLLleft shown

Top View of Specialty Options Column Cap Configurations

KECC left

KECCLLrotated 90° left

KECC right

KECCLRrotated 90° right

KECCrotated 45° left

KECC offset left

KCC offset left

KCCoffset right

KECCrotated 45° right


Caps & Bases

W2

W1

L

4" Typ.

W4

W3

H3H2

H1

L

H

W1

L

H1

W1

W2

W3

H2

W3

W2

4" Typ.

W1

H2

H1

L

KECCoffset right

L2 W2

H2

H1

L1

W1

W2

L

H

W1

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Typical MP rafter support installation

Typical MP installation

MP

Typical JA1installation

JA3JA1

Typical JA7installation

Typical ACinstallation

Typical A3installation

A3AC

A / AC / JA / MP Framing Angles

Angles & Straps

MP – 18 gauge. Field adjustable from 45° to 180° (flat).

A3 – 18 gauge. Eliminates toenailing and increases strength.

AC – 16 gauge. Features staggered nail patterns which reduces wood splitting and allows installation on both sides of the supported member.

JA – 14 or 16 gauge. Heavier capacity framing angle for joist support.



L

2-1/4"

Adjust 45° to 180° (flat)

Load direction

2-1/4"

W1W2

2-3/4"

1-7/16" 1-7/16"

L

L

W1 W2

F3

F3F3

F3

F2

F1

F1 F1F2

W1

W2

L

F2F3

F3

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A / AC / JA / MP Framing Angles

Angles & Straps

Ref. No. W1 W2 L Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%F1 450 515 560 590 390 445 485 495F2 450 515 560 600 390 445 485 505F3 210 240 260 335 135 155 170 215

MP3 LS30 18 2-1/4 2-1/4 3-3/8 3 10d 3 10d F1 340 395 430 485 295 340 370 470 MP5 LS50 18 2-1/4 2-1/4 4-5/8 4 10d 4 10d F1 455 525 570 730 390 450 490 625 MP7 LS70 18 2-1/4 2-1/4 5-7/8 5 10d 5 10d F1 570 655 715 910 490 565 615 785 MP9 LS90 18 2-1/4 2-1/4 6-7/8 6 10d 6 10d F1 685 785 855 1095 590 675 735 940

F1 340 390 425 540 290 335 365 465F2 340 390 425 540 290 335 365 465F3 155 180 195 250 100 115 125 160F1 380 440 475 610 325 375 410 520F2 380 440 475 610 325 375 410 525F3 175 205 220 280 115 130 145 185F1 450 520 565 725 390 445 485 620F2 450 520 565 725 390 445 485 620F3 210 240 260 335 135 155 170 215F1 510 585 635 770 435 500 545 645F2 510 585 635 815 435 500 545 700F3 235 270 295 375 150 175 190 245F1 565 650 705 905 485 560 605 775F2 565 650 705 905 485 560 605 775F3 260 300 325 415 170 195 210 270F1 635 730 795 1015 545 625 680 870F2 635 730 795 920 545 625 680 775F3 295 340 370 470 190 220 240 305F1 245 255 255 255 190 215 215 215F2 -- -- -- 345 -- -- -- 290F3 -- -- -- 165 -- -- -- 140F1 510 570 590 590 380 440 480 495F2 -- -- -- 535 -- -- -- 450F3 -- -- -- 330 -- -- -- 275F1 760 855 925 950 575 660 720 800F2 -- -- -- 1015 -- -- -- 855F3 -- -- -- 495 -- -- -- 415F1 1015 1140 1230 1525 765 880 960 1225F2 -- -- -- 1625 -- -- -- 1365F3 -- -- -- 550 -- -- -- 460F1 1270 1425 1540 1905 960 1100 1195 1535F2 -- -- -- 1645 -- -- -- 1380F3 -- -- -- 825 -- -- -- 695

1) Allowable loads have been increased 60% for wind and seismic loads; no further increase shall be permitted. 2) Loads are shown per angle, and may be doubled if installed in pairs. When using a single angle, joist must be constrained from rotation. 3) For 1-1/2" lumber, use 0.98 of table load for 10d nails and 0.92 for 16d nails. 4) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long.

DF/SP


S-P-F


14, F7, R9

Corr

osio

nFi

nish

2-1/2

3 3

3

2-3/8 8-7/8

5 5

5 5

2-3/8 6-15/16

4

4 4

10d

16d

4

10d x 1-1/2

10d x 1-1/2

102-1/2 2-1/2

16d 8

16d

2

4

1-1/2

6

JA9 -- 14 9 10

JA7 -- 14 2-1/2 8

10d x 1-1/2

A3 A23, GA1, GA2, L30

18 1-7/16 1-7/16

10d

16d

10d x 1-1/2

10d

16d

JA1 A21 16 1-1/4 2

JA5 -- 14

JA3 -- 14

SteelGauge

4

CodeRef.

10d

1-1/2

USPStock No.

3

4-7/8

10d

16d

AC5 L50 16

AC9 L90 16 1-5/16

AC7 L70 16 1-5/16

16d

10d

Joist

10d x 1-1/2

10d x 1-1/2

Dimensions (in)Header Direction

of Load

2-1/2 2-1/2

62-1/2 2-1/2 5 16d

3

1-5/16 2-3/8

16d

10d x 1-1/2

16d 4

2-3/4 4


10d x 1-1/2

7




Installation:• Use all specified fasteners. See Product Notes, page 18.• MP Framing Angles are fabricated at 100° and may be field

adjusted by hand from 45° to 180° (flat). Bend angle only once.

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ML angles are multi-purpose angles that install easily with USP’s WS15 wood screws. The staggered fastener pattern allows for back-to-back installations.

Materials: 12 gau geFinish: G-185 galvanizingCodes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• USP WS15 (1/4" x 1-1/2") are not supplied with ML angles.

ML26-TZ(ML24-TZ similar)

WW

H

RBC Roof Boundary Clip

Ref. No. W H Type 100% 115% 125% 160% 100% 115% 125% 160% ML24-TZ ML24Z 12 2 4 3 3 WS15 615 615 615 615 520 520 520 520 ML26-TZ ML26Z 12 2 6 4 4 WS15 920 1060 1060 1060 755 865 890 890

1) Allowable loads have been increased 60% for wind and seismic loads; no further increase shall be permitted. 2) USP's WS15 Wood Screws are 1/4" diameter x 1-1/2" long and are not included with angles. 3) For exterior applications use WS15-EXT screws with exterior coat finish. New products or updated product information are designated in blue font.

14,F7, R9

USPStock No.

SteelGauge

F1 F1

Corr

osio

n Fi

nish

DF/SP


S-P-F

Allowable Loads (Lbs.)1Dimensions

(in)

CodeRef.

HeaderQty

JoistQty

Fastener

Schedule2,3

F1

Typical ML26-TZinstallation

(ML24-TZ similar)

Framing plate designed to connect roof blocking to a wall top plate.

Materials: 20 gaugeFinish: G90 galvanizingCodes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• Field adjustable from 0º to 90º.• Bend angle only once. Typical RBC top-plate to

outside of blocking installation

Typical RBCconcrete block wall to blocking installation

Typical RBC top-plate to inside of blocking installation

RBC

ML Angles

Angles & Straps

Typical RBC 1" foamboard installation

WH

Up to 3/4" gap

F1

Up to 3/4" gap

Up to 3/4" gap

Ref. No. W H Qty Type2,3 Qty Type2

Wood 6 10d x 1-1/2 6 10d x 1-1/2 510 430CMU 3 1/4" Tapcon 6 10d x 1-1/2 450 380

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Loads shown are for a single roof boundary clip. 3) Use ITW-Buildex 1/4" x 1-1/2" Tapcons; or equal, installed in accordance with manufacturer's specifications. 4) NAILS: 10d x 1-1/2 nails are 0.148" diameter by 1-1/2" long. New products or updated product information are designated in blue font.

31, F32, R1

RBC RBC 20 4-1/4 6

Top PlateDimensions

(in)

USPStock No.


CodeRef.

SteelGauge

F1160%

F1160%

DF/SPAllowable

Loads (Lbs.)1,2

S-P-FAllowable

Loads (Lbs.)1,2Blocking

Installation Type

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MP34 – Framing angle without tabs.

MPA1 – Tabs enable two and three-way connections.

MP4F – Connects 2x framing with floor sheathing up to 5/8".

MP6F – Connects 3x framing with floor sheathing up to 3/4". Better choice for connections where floor sheathing is between sole plate and rim board.


MP34MPA1-GC

MPA1 Typical MP34 installation

Typical MPA1joist / header installation

Typical MPA1rafter / plate installation

Typical MPF installation

Typical MPA1stud / plate installation

MPF

Typical MP34joist / header installation

MP / MPA / MPF Multi-Purpose Framing Angles


1-7/16"1-1/2"

4-1/2"

2-13/16"

1-1/2"1-7/16"

F1

F3F3

F2

A2

C2

B2

F1

F2

F3 F3

Embossed plate lines

MP4F=1"MP6F= 1-3/4"

MP4F=3"MP6F= 3-3/4"

4-1/4"

Angles & Straps

Figure 1

Type 1

Figure 3

Type 2

Figure 2 Figure 4

C1

B1

A1

MP6FV

H

MP4F

MP4F

Sheathing

88

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MP / MPA / MPF Multi-Purpose Framing Angles

Ref. No. Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%

6 8d x 1-1/2 6 8d x 1-1/2 F1 570 655 680 680 490 565 570 570

6 8d x 1-1/2 6 8d x 1-1/2 F2 570 655 715 795 490 565 615 670

6 8d x 1-1/2 6 8d x 1-1/2 F3 280 320 350 445 180 205 225 290

6 8d x 1-1/2 3 8d x 1-1/2 A1 285 330 355 415 245 285 310 350

6 8d x 1-1/2 3 8d x 1-1/2 B1 285 330 350 350 245 285 295 295

6 8d x 1-1/2 3 8d x 1-1/2 C1 285 330 355 355 245 285 300 300

6 8d x 1-1/2 6 8d x 1-1/2 A2 505 505 505 505 425 425 425 425

6 8d x 1-1/2 6 8d x 1-1/2 B2 280 280 280 280 235 235 235 235

6 8d x 1-1/2 6 8d x 1-1/2 C2 375 375 375 375 315 315 315 315

4 8d x 1-1/2 4 8d x 1-1/2 F1 380 435 475 525 330 375 410 450

4 8d x 1-1/2 4 8d x 1-1/2 F2 380 435 475 610 330 375 410 525

4 8d x 1-1/2 4 8d x 1-1/2 F3 185 215 230 295 120 140 150 190

6 8d x 1-1/2 6 8d x 1-1/2 V 565 650 705 845 485 560 610 710

6 8d x 1-1/2 6 8d x 1-1/2 H 565 650 705 845 485 560 610 710

6 8d x 1-1/2 6 8d x 1-1/2 V 565 650 705 845 485 560 610 710

6 8d x 1-1/2 6 8d x 1-1/2 H 565 650 660 660 485 555 555 555

6 8d 6 8d V 565 650 705 845 485 560 610 710

6 8d 6 8d H 565 650 705 845 485 560 610 710

6 8d 6 8d V 565 650 705 845 485 560 610 710

6 8d 6 8d H 565 650 660 660 485 555 555 555

6 8d x 1-1/2 6 8d x 1-1/2 V 565 605 605 605 485 510 510 510

6 8d x 1-1/2 6 8d x 1-1/2 H 565 605 605 605 485 510 510 510

6 8d x 1-1/2 6 8d x 1-1/2 V 565 605 605 605 485 510 510 510

6 8d x 1-1/2 6 8d x 1-1/2 H 565 605 605 605 485 510 510 510

6 8d 6 8d V 565 605 605 605 485 510 510 510

6 8d 6 8d H 565 605 605 605 485 510 510 510

6 8d 6 8d V 565 605 605 605 485 510 510 510

6 8d 6 8d H 565 605 605 605 485 510 510 510

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Refer to drawings for installation type and definition of the various load directions. 3) If installing MP4F or MP6F over plywood, use 8d common nails for 100% of table load. 4) Loads are shown per angle. When using a single anchor, joist must be constrained from rotation. 5) NAILS: 8d x 1-1/2" nails are 0.131" dia. x 1-1/2" long, 8d nails are 0.131" dia. x 2-1/2" long

14, R9,F7

CodeRef.

Fastener Schedule5

Corr

osio

nFi

nish

DF/SP

Allowable Loads (Lbs.)1,3,4S-P-F


SteelGauge

Direction

of Load2

A35

USPStock No.

Installation

Type2,4

Joist or PlateHeader or Stud

MPA1

Figure 1

Figure 2

Figure 3

18

Type 1

Type 2

MP6F LTP5 20

MP34

Type 1

Type 2

Type 1

Type 2

MP4F LTP4 20

Type 1

Type 2

A34 18 Figure 4




Installation:• Use all specified fasteners. See Product Notes, page 18.• Bend tabs only once.• MP4F connects 2x framing with floor sheathing up to 5⁄8".• MP6F connects 3x framing with floor sheathing up to 3⁄4",

and is a better choice for connections where floor sheathing is between sole plate and rim board.

Angles & Straps

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RSPT / SPT Stud Plate Ties

RSPT – 18 or 20 gauge. Connects stud to single or double plates.

SPT – 20 gauge. Ties single and double plates to studs.


Installation:• Use all specified fasteners. See Product Notes, page 18.

Typical SPT24 installation

SPT22RSPT6-2 installation

RSPT6-2RSPT6

Typical RSPT4 single plate installation

Typical RSPT4 doubleplate installation

F1

F2

Uplift

RSPT4

H

W

Reinforcementribs

Holding Cleat




F1 F2 Uplift1

Ref. No. W H L Qty Type Qty Type 160% 160% 160% RSPT4 RSP4 20 1-1/2 4-1/8 -- 4 8d x 1-1/2 4 8d x 1-1/2 230 300 470 RSPT6 SSP 18 1-1/2 5-7/16 -- 4 10d x 1-1/2 4 10d x 1-1/2 -- -- 700 SPT22 SP1 20 1-9/16 4-3/8 3-1/2 4 10d 4 10d 560 260 685 SPT24 SP2 20 1-9/16 5-5/8 3-1/2 6 10d 6 10d 560 260 1030

(2) 2x RSPT6-2 DSP 18 2-3/4 5-7/16 -- 8 10d x 1-1/2 6 10d x 1-1/2 -- -- 955 4x SPT44 -- 20 3-9/16 6-3/4 6-1/2 6 16d 6 16d 680 255 1305

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) SPT22, SPT24, and SPT44: the two nails fastened to the wide face of the stud must be driven 30° from the perpendicular on the horizontal plane. 3) NAILS: 8d x 1-1/2" nails are 0.131" dia. x 1-1/2" long, 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long.

14, R9,F7

2x

Dimensions (in)

Corr

osio

nFi

nish

Plate

StudSize

USP

Stock No.2Steel

Gauge

Fastener Schedule3

Stud

CodeRef.


F2

UpliftF1

H

L

W

5-7/16"

1-1/2"

5-7/16"

2-3/4"

Angles & Straps

90

Angl

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Copyright © 2018 M


Uplift

SPT / SPTH / SPTHW Stud Plate Ties

SPT – 20 gauge. Ties single and double plates to studs.

SPTH – Heavier 18 gauge version of SPT.

SPTHW – 18 gauge. Attaches plate to studs over 1/2" sheathing.



SPTHW SPTH

Typical SPT4 installation

SPT

Ref. No. W H Qty Type SPT4 SP4 20 3-9/16 6-7/8 6 10d x 1-1/2 945 SPTH4 SPH4 18 3-9/16 8-5/8 12 10d x 1-1/2 1730 SPTHW4 SPH4R 18 4-1/16 8-3/8 12 10d x 1-1/2 1290 SPT6 SP6 20 5-9/16 7-5/8 6 10d x 1-1/2 945 SPTH6 SPH6 18 5-9/16 9-3/8 12 10d x 1-1/2 1730 SPTHW6 SPH6R 18 6-1/16 9-1/8 12 10d x 1-1/2 1290 SPT8 SP8 20 7-5/16 8-1/2 6 10d x 1-1/2 945 SPTH8 SPH8 18 7-5/16 8-1/2 12 10d x 1-1/2 1730

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long.

8x

14, R9,F7

Fastener

Schedule2

Uplift1

160%

Dimensions (in)

Corr

osio

nFi

nishStud

SizeUSP

Stock No.Steel

Gauge

4x

6x

CodeRef.

DF/SP Allowable Loads (Lbs.)

Angles & Straps

H

W

1-1/4"

H

W

1-1/4"W

H

1-1/4"




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SFC Framing Clips

Framing clips replace end cripples under window sills.



Header Hangers support headers in door and window framing and help eliminate cracks in drywall, plaster, or stucco over windows and doors. These products also provide anchorage and support for heavy fence rails, struts, or gate post cross brackets.



SFC6

HH44

Typical SFC6 installation

Typical HH44 installation

F1

Uplift

HH Header Hangers

Uplift

Ref. No. W H D Qty Type Qty Type 100% 115% 125% 160% SFC6 FC6 16 5-1/2 2-1/2 2-1/2 5 16d 5 16d 690 795 865 750 130


CodeRef.

Fastener Schedule2

USPStock No.

SteelGauge

F1

Sill Stud

DF/SP

Allowable Loads (Lbs.)1Dimensions (in)

F21 F31 F41

Ref. No. W H Qty Type Qty Type 100% 115% 125% 160% 160% 160% HH44 HH4 16 3-9/16 3-1/4 4 16d 9 16d 1240 1430 1500 885 685 1100 HH66 HH6 16 5-1/2 5-1/4 6 16d 12 16d 1655 1905 2070 1150 1325 1100


Header Stud

Fastener Schedule2DF/SP

Allowable Loads (Lbs.)Dimensions (in)

CodeRef.

14, R9,F7

USPStock No.

SteelGauge

F1

2"W

H

3-3/4"

F3

F1

F2

F4

W

H D

Angles & Straps

92

Angl

es &

Str

aps

Copyright © 2018 M


F2 F2

LJC / LJQ Lateral Joist Connectors

The LJC-TZ and LJQ-TZ Lateral Joist Connectors transfer lateral loads at the top foundation to the floor joists. The fastening patterns meet I-joist manufacturer recommendations.

LJC-TZ – fastens the top side of the sill plate to the underside of the floor joist preventing splitting of the bottom chord flanges, and can be installed after the floor system has been installed. The product is load rated for use with dimensional lumber floor joists as well as I-joist. It can also be used with cantilevered floor joists.

LJQ-TZ – is a higher capacity connector designed for higher loads. It is similar in design to a joist hanger with a seat for the floor joist to bear against and utilizes wood screws to fasten to the sill plate. USP’s WS15-EXT Wood Screws (included) provide quick installation without the need to predrill holes.

Materials: See chartFinish: G-185 galvanizingCodes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• LJC-TZ – Installs after the floor joist has been placed with

a minimum of (12) 8d x 1-1/2" HDG nails.• LJQ-TZ – Installs with (4) USP WS15-EXT Wood Screws.

WS15-EXT Wood Screws are 1/4" diameter x 1-1/2" long and are included with LJQ-TZ connectors.

LJC-TZ LJQ-TZ

Typical LJC-TZ installation

Typical LJQ-TZ installation

Ref. No. W L D Qty Type 90% 100% 160% 90% 100% 160% LJC-TZ -- 18 3-3/16 8 -- 12 8d x 1-1/2 HDG 515 570 670 -- -- -- LJQ15-TZ -- 16 1-9/16 3 1-1/2 4 WS15-EXT -- -- -- 915 1015 1110 LJQ17-TZ -- 16 1-13/16 3 1-1/2 4 WS15-EXT -- -- -- 915 1015 1110 LJQ20-TZ -- 16 2-1/8 3 1-1/2 4 WS15-EXT -- -- -- 915 1015 1110 LJQ23-TZ -- 16 2-5/16 3 1-1/2 4 WS15-EXT -- -- -- 915 1015 1110 LJQ25-TZ -- 16 2-9/16 3 1-1/2 4 WS15-EXT -- -- -- 915 1015 1110 LJQ35-TZ -- 16 3-9/16 3 1-1/2 4 WS15-EXT -- -- -- 915 1015 1260

1) WS15-EXT wood screws are 1/4" x 1/2" and are included with LJQ connectors. 2) NAILS: 8d x 1-1/2 nails are 0.131" dia. x 1-1/2" long. New products or updated product information are designated in blue font.

31,R1,F32

CodeRef.

USPStock No.

SteelGauge

FastenerSchedule1,2

F2 F2

DF I-JoistAllowable Loads (Lbs.)

SPAllowable Loads (Lbs.)

Dimensions (in)

Corr

osio

nFi

nish

L

D

W

Angles & Straps

W

L

1/2"




93

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F2

The ANJ44S is a 7 gauge heavy duty angle intended to securely attach a post and beam together. It is manufactured with ASTM A36 steel and has a hot-dip galvanized finish.

Materials: 7 gaugeFinish: Hot-dip galvanizedCodes: See page 10 for Code Reference Chart

Installation:• Install with (2) 1/2" x 2-1/2" HDG lag screws into each leg.

ANJ44S-HDGTypical ANJ44S-HDG installation

ANJ Heavy Angles

Ref. No. W H L Qty Qty 100% 115% 125% ANJ44S-HDG -- -- 7 3-1/2 4 4 2 1/2" HDG 2 1/2" HDG 510 585 640 130

1) Loads based on use of (2) 1/2" x 2-1/2" lag screws, loaded parallel to grain, in Douglas Fir-Larch (G=0.50).

CodeRef.

Dimensions (in)

USPStock No.

SteelGauge

Header Joist

Fastener Schedule1 DF/SPAllowable Loads (Lbs.)

F2Lag Screw

Lag Screw Co

rros

ion

Fini

sh

4"

4"

3-1/2"

Angles & Straps

Typical SCA9-TZ installation

SCA9-TZ


SCA Stair Angles

Stair angles simplify stair construction. There is no need to calculate and notch stair stringers. Stronger and safer than wood blocking, and the angle and fasteners are hidden from view.


Installation:• Use all specified fasteners. See Product Notes, page 18.• Use the SCA9-TZ for single 2x10 stair treads. Use the

SCA10-TZ for double 2 x 6 stair treads. • To calculate stair construction do the following:

1. Find the number of steps needed by taking the vertical drop from the deck surface to grade. Divide by 7. Round off to the nearest whole number. (Ex: Vertical drop of 39" divided by 7 equals 5.57" rounded off is 6")

2. Find the step rise by dividing the vertical drop by the number of steps (39" divided by 6 = 6.5")

3. Find the step run by measuring the depth of your tread board (Ex: (2) 2x6s have a run of 11-1⁄4")

4. Find the stairway span by multiplying the run by the number of treads minus one (Ex: 11-1⁄4" x 5 = 56-1⁄4")

• Using the above calculations, mark stair angle locations on each stringer. Attach a stair angle to the inside of each stringer at the marked locations. Attach stringers to deck rim joist and railing posts. Position treadboards on angles and fasten from below.

Ref. No. Qty Lag Screws 100% SCA9-TZ TA9Z-R 12 9 6 1/4" x 1-1/2" HDG 335 SCA10-TZ TA10Z-R 12 10 8 1/4" x 1-1/2" HDG 450

1) Loads assume rise over run of 7/11. New products or updated product information are designated in blue font.

Fastener Schedule2

15, R14,F8

CodeRef.

USPStock No.

SteelGauge

L(in) Co

rros

ion

Fini

sh

DF/SPAllowable

Download (Lbs.)1







L 1-3/8"

1-3/8"

94

Angl

es &

Str

aps

Copyright © 2018 M


KHL Heavy Angles

Designed for heavy-duty reinforcement of 90° framing intersections.

Materials: See chartFinish: USP primerOptions: See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• Connectors are not load rated.• Bolts must be ordered separately. See page 25 for available sizes.

KHL335

KHL35G

Typical KHL35 installation KHL55

These multi-purpose braces are designed to provide reinforcement for 90° wood-to-wood connections.

Materials: 12 gaugeFinish: G90 galvanizing Codes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• Bolts must be ordered separately. See page 25 for available sizes.

B66 B23

Typical B66installation

BL4

B / BL Corner Braces

Ref. No. W1 W2 L D1 D2 D3 D4 Qty Dia. Gussets KHL33 HL33 7 3-1/4 3-1/4 2-1/2 1-1/4 -- 2 -- 2 5/8 -- KHL35 HL35 7 3-1/4 3-1/4 5 1-1/4 2-1/2 2 -- 4 5/8 -- KHL35G HL35G 7 3-1/4 3-1/4 5 1-1/4 2-1/2 2 -- 4 5/8 1 KHL37 HL37 7 3-1/4 3-1/4 7-1/2 1-1/4 2-1/2 2 -- 6 5/8 -- KHL335 SPECANGLE 3 3-1/2 5-1/4 3-1/2 -- -- -- -- 4 1/2 -- KHL43 HL43 3 4-1/4 4-1/4 3 1-1/2 -- 2-3/4 -- 2 3/4 -- KHL46 HL46 3 4-1/4 4-1/4 6 1-1/2 3 2-3/4 -- 4 3/4 -- KHL49 HL49 3 4-1/4 4-1/4 9 1-1/2 3 2-3/4 -- 6 3/4 -- KHL53 HL53 7 5-3/4 5-3/4 2-1/2 1-1/4 -- 2 2-1/2 4 5/8 -- KHL55 HL55 7 5-3/4 5-3/4 5 1-1/4 2-1/2 2 2-1/2 8 5/8 -- KHL57 HL57 7 5-3/4 5-3/4 7-1/2 1-1/4 2-1/2 2 2-1/2 12 5/8 -- KHL73 HL73 3 7-1/4 7-1/4 3 1-1/2 -- 2-3/4 3 4 3/4 3 KHL76 HL76 3 7-1/4 7-1/4 6 1-1/2 3 2-3/4 3 8 3/4 3 KHL79 HL79 3 7-1/4 7-1/4 9 1-1/2 3 2-3/4 3 12 3/4 3

1) All bolts shall meet or exceed the specifications of ASTM A 307.

CodeRef.

120

USPStock No.

SteelGauge

Dimensions (in)

Bolts1

Fastener Schedule

Corr

osio

nFi

nish

Ref. No. W L Qty Type Qty Type B23 -- 12 2 2-5/8 6 16d -- -- B24 -- 12 2 3-5/8 8 16d -- -- BL3 A33 12 1-1/4 3-1/16 8 16d -- -- BL4 A44 12 1-1/4 4-13/16 10 16d -- -- BL6 -- 12 1-1/4 6-9/16 12 16d -- -- BL8 -- 12 1-1/4 8-5/16 14 16d -- -- B66 A66 12 1-1/2 6 -- -- 4 3/8 B88 A88 12 2 8 -- -- 6 3/8

1) Bolts shall conform to ASTM A 307 or better. 2) NAILS: 16d nails are 0.162" dia. x 3-1/2" long.

120

Bolts1

Fastener Schedule

USPStock No.

SteelGauge

Nails2

CodeRef.

Dimensions(in)

Some model designs may vary from

illustration shown




L

L

W

Angles & Straps

D2 D1

L

W1

W2

D3

D4

L

W

L

L

W1

W2

GussetL

W1

W2

L

WL

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SDPT Strap Post Ties

Angles & Straps

SDPT7-TZ

SDPT5-TZ Typical SDPT7-TZinstallation

Connects 2 x 4 stair posts and 4 x 4 posts to deck rim joist or stair stringers.


Installation:• Use all specified fasteners. See Product Notes, page 18. • Install units in pairs on 2x4 (SDPT5-TZ) or 4x4 (SDPT7-TZ)

post. Space the connectors 5" apart from center to center on the post. Use through bolts to fasten connectors to rim joist or stringer. Do not use lag bolts. Fasten to post with specified nails (see chart).

Ref. No. Qty Type Qty Dia.2 x 4 SDPT5-TZ DPT5Z 14 5 10d x 1-1/2 HDG 2 3/8 HDG4 x 4 SDPT7-TZ DPT7Z 14 5 10d x 1-1/2 HDG 2 3/8 HDG

1) Bolts shall conform to ASTM A 307 or better. 2) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long.

Corr

osio

nFi

nish

Fastener Schedule

CodeRef.

120

Post Size

USPStock No.

SteelGauge

Nails2 Bolts1Corrosion Finish Stainless Steel Gold Coat HDG Triple Zinc



1-1/2"

1-1/2"

3-1/2"

3-1/2"

3-1/2"

3-1/2"

SDJT14-TZTypical SDJT14-TZinstallation

SDJT Joist Tie

Secures 2x joists to posts.


Installation:• Use all specified fasteners. See Product Notes, page 18. • Use with 2x lumber for joists (minimum height is 2x4). Install

with either specified nails or through bolts. Do not use lag bolts. To ease installation, attach to 4x4 post first.

Ref. No. Qty Type Qty Dia. 100% 115% 125% 100% 115% 125%4 x 4 SDJT14-TZ DJT14Z 14 8 16d HDG 2 3/8 HDG 1120 1290 1400 1400 1400 1400 130

1) Bolts shall conform to ASTM A 307 or better. 2) NAILS: 16d HDG nails are 0.162" dia. x 3-1/2" long.


Fastener Schedule

CodeRef.

Post Size

Nails BoltsUSPStock No.

SteelGauge

Nails2 Bolts1

Corr

osio

nFi

nish

3-1/8"

3-1/8"

2-3/4"




96

Angl

es &

Str

aps

Copyright © 2018 M


Ornamental notching provides architectural appearance for exposed applications.

Materials: See chartFinish: USP black primerCodes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• Connectors are not load rated.• Bolts must be ordered separately. See page 25 for available sizes. L12-0

L6

KHL33-O

LH12

T1212-0

T6

TH16

Ornamental

L / T – 14 gauge medium-capacity straps fasten with either nails or bolts.

LH / TH – 7 gauge heavy-capacity bolt-on strap.

Materials: See chartFinish: G90 galvanizing; LH / TH – USP primer; TH12-HDG – Hot-dip galvanized.Options: See chart for Corrosion Finish Options. Available for special order in black primer coated finish.Codes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• Straps are not load rated.• Bolts must be ordered separately. See page 25 for available sizes.

L / LH / T / TH Straps


illustration shown

Ref. No. Description W H L Qty Dia. KHL33-O OHA33 7 Heavy Angle 3-1/4 -- -- 2-1/2 2 5/8 KHL36-O OHA36 7 Heavy Angle 3-1/4 -- -- 6 4 5/8 KHST64-O OHS135 7 Strap Tie 6 -- -- 13-1/2 4 3/4 ST12-O OS 12 Strap Tie 2 -- -- 12 4 1/2 L12-O OL 12 'L' Strap 2-1/2 11-7/8 11-7/8 5 1/2 LH12-O OHL 7 'L' Strap 2-1/2 11-7/8 11-7/8 5 5/8 T1212-O OT 12 'T' Strap 2-1/2 11-7/8 14-1/2 6 1/2 TH12-O OHT 7 'T' Strap 2-1/2 11-7/8 11-1/8 4 5/8 TH16-O -- -- 7 'T' Strap 2-1/2 11-7/8 16-1/8 6 5/8

1) All bolts shall meet or exceed the specifications of ASTM A 307.

Bolt Schedule1

CodeRef.

120

USPStock No.

SteelGauge

Dimensions (in)

Ref. No. W H L Qty Dia. Qty Type T6 66T 14 1-1/2 5 6 3 1/2 12 16d T8 -- 14 2 8 8-1/2 3 1/2 12 16d T12 128T 14 2 8 12 3 1/2 12 16d T1212 1212T 14 2 12 12 3 1/2 12 16d L6 66L 14 1-1/2 6 6 2 1/2 8 16d L8 88L 14 2 8 8 2 1/2 8 16d L12 1212L 14 2 12 12 3 1/2 12 16d

TH12-HDG 1212HT, 1212HTHDG

7 2-1/2 12 12 6 5/8 -- --

TH16 1616HT 7 2-1/2 16 16-1/4 6 5/8 -- -- LH12 1212HL 7 3 12 12 5 5/8 -- -- LH16 1616HL 7 2-1/2 16 16 7 5/8 -- --

1) All bolts shall meet or exceed the specifications of ASTM A 307. 2) NAILS: 16d nails are 0.162" dia. x 3-1/2" long.

CodeRef.

120

Dimensions (in)

USPStock No.

Bolts Nails


SteelGauge Co

rros

ion

Fini

sh




H

W

2-1/2"

3-1/4"

3-1/4"

H

L

W

H

L

W

H

L

W

Angles & Straps

L

H

L

W W

H

L

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Typical RSrim joist installation

CMST similar

RS CMSTC16 CMST

CMST / CMSTC / RS Coiled Strapping

Coiled strapping enables cut-to-length convenience for a variety of immediate job site needs.

CMST – 3" wide strapping features diamond nail holes to provide nailing options and reduce wood splitting.

CMSTC – 3" wide strapping is designed for high load conditions. Engineered to reduce wood splitting.

RS – 1-1⁄4" wide strapping packaged in cartons containing 25-foot or longer coils.


Installation:• Use all specified fasteners. See Product Notes, page 18. • For safety, always wear gloves when handling

or cutting coiled strapping. • CMST installations: Install to a minimum 2 ply 2x edge.

Increase nail spacing if wood begins to split.• Designer may specify alternate nailing schedules.

Refer to Nail Specification Table on page 21 for nail shear values. Load values shall not exceed published allowable loads.

Ref. No. Cut Length Type Cut Length Type Clear Span + 46" 23" 60 10d 1-1/2" Clear Span + 58" 29" 74 10d 1-1/2" Clear Span + 90" 45" 60 10d 3" Clear Span + 112" 56" 74 10d 3" Clear Span + 40" 20" 50 16d 1-1/2" Clear Span + 48" 24" 62 16d 1-1/2" Clear Span + 76" 38" 50 16d 3" Clear Span + 94" 47" 62 16d 3" Clear Span + 58" 29" 64 16d 1-3/4" Clear Span + 72" 36" 80 16d 1-3/4" Clear Span + 130" 65" 74 10d 3-1/2" Clear Span + 164" 82" 94 10d 3-1/2" Clear Span + 256" 128" 74 10d 7" Clear Span + 326" 163" 94 10d 7" Clear Span + 74" 37" 82 16d 1-3/4" Clear Span + 90" 45" 102 16d 1-3/4" Clear Span + 168" 84" 96 10d 3-1/2" Clear Span + 206" 103" 118 10d 3-1/2" Clear Span + 332" 166" 96 10d 7" Clear Span + 410" 205" 118 10d 7"

12 10d 1-1/2" Clear Span + 14" 7" 16 10d 1-1/2"14 8d 1-1/2" Clear Span + 16" 8" 18 8d 1-1/2"12 10d 1-1/2" Clear Span + 14" 7" 16 10d 1-1/2"14 8d 1-1/2" Clear Span + 16" 8" 18 8d 1-1/2"

Clear Span + 12" 6" 14 10d 1-1/2" Clear Span + 16" 8" 18 10d 1-1/2" Clear Span + 14" 7" 16 8d 1-1/2" Clear Span + 18" 9" 20 8d 1-1/2" Clear Span + 12" 6" 14 10d 1-1/2" Clear Span + 16" 8" 18 10d 1-1/2" Clear Span + 14" 7" 16 8d 1-1/2" Clear Span + 18" 9" 20 8d 1-1/2" Clear Span + 16" 8" 18 10d 1-1/2" Clear Span + 18" 9" 22 10d 1-1/2" Clear Span + 18" 9" 22 8d 1-1/2" Clear Span + 22" 11" 26 8d 1-1/2" Clear Span + 16" 8" 18 10d 1-1/2" Clear Span + 18" 9" 22 10d 1-1/2" Clear Span + 18" 9" 22 8d 1-1/2" Clear Span + 22" 11" 26 8d 1-1/2" Clear Span + 16" 8" 18 10d 1-1/2" Clear Span + 18" 9" 22 10d 1-1/2" Clear Span + 18" 9" 22 8d 1-1/2" Clear Span + 22" 11" 26 8d 1-1/2" Clear Span + 18" 9" 22 10d 1-1/2" Clear Span + 24" 12" 28 10d 1-1/2" Clear Span + 22" 11" 26 8d 1-1/2" Clear Span + 26" 13" 32 8d 1-1/2" Clear Span + 18" 9" 22 10d 1-1/2" Clear Span + 24" 12" 28 10d 1-1/2" Clear Span + 22" 11" 26 8d 1-1/2" Clear Span + 26" 13" 32 8d 1-1/2" Clear Span + 24" 12" 28 10d 1-1/2" Clear Span + 30" 15" 36 10d 1-1/2" Clear Span + 28" 14" 34 8d 1-1/2" Clear Span + 34" 17" 42 8d 1-1/2" Clear Span + 24" 12" 28 10d 1-1/2" Clear Span + 30" 15" 36 10d 1-1/2" Clear Span + 28" 14" 34 8d 1-1/2" Clear Span + 34" 17" 42 8d 1-1/2"

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Minimum quantity of fasteners to be installed with equal fasteners at each end of the connection. Product may have additional nail holes not needed to meet published allowable load of product. 3) 16d sinker nails may be substituted for 10d nails with no load reduction. 4) NAILS: 8d nails are 0.131" dia. x 2-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long.

40'

300'

1375

SteelGauge

CoilLength

USPStock No.

CMST12 CMST12

CMST14 CMST14

CMSTC16

22

12

16 54'

14 52-1/2'

25'

20250'

4715

CS20

CS18 RS200

RS22-R CS22-R

CMSTC16

RS300 CS22

RS250

Clear Span + 12"

25'

14100'

25'

25'

1045

16

200'

100'18

25'

150'

RS14-R CS14-R

RS20-R CS20-R

RS16-R CS16-R

RS18-R CS18-R

RS14-100 CS14

RS150 CS16

RS100 -- --

CodeRef.

14, R9,F7

EndLength

Rim Joist Installation

1730

2610

Min Qty.2

EndLength

Min Qty.2

4715

6630

9320

925

1045

1375

1730

2610

NailSpacing

O.C.

6630

9320

9256"

Allowable Tension (Lbs.)1

160%

NailSpacing

O.C.

S-P-F / Hem FirDF/SP

Rim Joist InstallationFastener

Schedule3,4Fastener

Schedule3,4

Corr

osio

nFi

nish

Allowable Tension (Lbs.)1

160%

1"

1-1/2"

3"

1-3/4"

3-1/2"

3/4"

1/2"

3/8"

1-1/4"

1-1/2"

Optional nails (wood shrinkage may occur and cause strap to

buckle outward)

3"

2-1/4"

3/4"

3"1-1/2

Angles & Straps

1"

Cut length

End length

End length

Clear span

98

Angl

es &

Str

aps

Copyright © 2018 M


HRS – 12 gauge, 1-3/8" or 3-1/4" wide strapping.

LSTA – 20 or 18 gauge, light-capacity 1-1/4" wide strapping.

LSTI – 3-3/4" wide strap ties provide tension load path for truss top chords. The nail pattern accommodates open web trusses with double top chord.

MSTA – 18 or 16 gauge, medium-capacity 1-1/4" wide strapping.

HTP – 16 gauge, medium-capacity 3" wide strapping.

ST – 16 gauge, medium-capacity 1-1/4" wide strapping.

MSTC – 3" wide strapping. Slotted hole design allows for higher load capacities and reduces splitting of lumber when attached to multiple 2x members.

KST – 3/4", 1-3/4", or 2-1/16" wide strapping. Straps can be fastened using either nails or bolts. Some KST straps install only with nails.

KSTI – 2-1/16" wide strapping. Straps are designed for installation to wood I-Joist flanges.

HRS / HTP / KST / KSTI / LSTA / LSTI / MSTA / MSTC / ST Strap Ties


illustration shown


KST scalloped

design

LSTA/MSTA KSTI MSTC LSTI KST116 ST

KSTstraight edge

design

HRS

1-3/8"

L HRS1

2HR

S8HR

S6

HTP37-TZ HRS416-TZ

16"

3-1/4"

3"

7"

Angles & Straps

W

KST2

9 9

-7/1

6"KS

T213

12-

11/1

6"KS

T216

15-

15/1

6"KS

T218

19-

3/16

"KS

T224

22-

7/16

"KS

T234

32-

3/16

"

2-1/16"

1-1/2"

KST2

27 2

7"KS

T237

37-

1/2"

KST2

48 4

8"KS

T260

60"

KST2

72 7

2"

4-1/2"

1-1/2"

1-1/4"

LSTA

/MST

A 9

"LS

TA/M

STA

12"

LSTA

/MST

A 1

5"LS

TA/M

STA

18"

LSTA

/MST

A 2

1"LS

TA/M

STA

24"

LSTA

/MST

A 3

0"LS

TA/M

STA

36"

MST

A 4

8" (s

imila

r)

2-1/16"

KSTI

226

26"

KSTI

236

36"

KSTI

248

48"

KSTI

260

60"

KSTI

272

72"

3"1-1/2"

MST

C28

28-

1/4"

MST

C40

40-

1/4"

MST

C52

52-1

/4"

MST

C66

65-

3/4"

MST

C78

77-

3/4"

3-3/4"2"

LSTI

49 4

9"LS

TI73

73"

3"

3/8"typ

16-5/16"

3/4"

1-1/2"

ST9

9"ST

12 1

1-5/

8"ST

18 1

7-3/

4"ST

22 2

1-5/

8"

1-1/4"

99

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Installation:• Use all specified fasteners. See Product Notes,

page 18.• Designer may specify alternate nailing schedules.

Refer to Nail Specification Table on page 21 for nail shear values.

• The quantity of nails installed shall be equally distributed to both ends of the strap.


Typical LSTA/MSTA I-Joist on ridge beam

installation

Typical LSTI open web truss

installation

Min

Ref. No. W L Qty3 Type 160% 160%

KST116 ST2115 20 3/4 16-5/16 10 8 16d 665 665 LSTA9 LSTA9 20 1-1/4 9 8 8 10d 740 635 LSTA12 LSTA12 20 1-1/4 12 10 10 10d 930 790 LSTA15 LSTA15 20 1-1/4 15 12 12 10d 1115 950 LSTA18 LSTA18 20 1-1/4 18 14 14 10d 1235 1110 LSTA21 LSTA21 20 1-1/4 21 16 16 10d 1235 1235 LSTA24 LSTA24 20 1-1/4 24 18 16 10d 1235 1235 KST29 ST292 20 1-3/4 9-7/16 14 14 16d 1680 1320 KST213 ST2122 20 1-3/4 12-11/16 18 18 16d 1785 1700 KST216 ST2215 20 1-3/4 15-15/16 22 18 16d 1785 1700 LSTA30 LSTA30 18 1-1/4 30 22 22 10d 1640 1640 LSTA36 LSTA36 18 1-1/4 36 26 22 10d 1640 1640 MSTA9 MSTA9 18 1-1/4 9 8 8 10d 750 645 MSTA12 MSTA12 18 1-1/4 12 10 10 10d 935 810 MSTA15 MSTA15 18 1-1/4 15 12 12 10d 1125 970 MSTA18 MSTA18 18 1-1/4 18 14 14 10d 1310 1130 MSTA21 MSTA21 18 1-1/4 21 16 16 10d 1500 1295 MSTA24 MSTA24 18 1-1/4 24 18 18 10d 1640 1455 LSTI49 LSTI49 18 3-3/4 49 32 32 10d x 1-1/2 3150 2510 LSTI73 LSTI73 18 3-3/4 73 48 48 10d x 1-1/2 4130 3765 ST9 ST9 16 1-1/4 9 8 8 16d 885 760 ST12 ST12 16 1-1/4 11-5/8 10 10 16d 1105 950 ST18 ST18 16 1-1/4 17-3/4 14 14 16d 1395 1335 ST22 ST22 16 1-1/4 21-5/8 18 18 16d 1395 1395 MSTA30 MSTA30 16 1-1/4 30 22 22 10d 2065 1815 MSTA36 MSTA36 16 1-1/4 36 26 26 10d 2065 2065 MSTA48 MSTA49 16 1-1/4 48 32 26 10d 2045 2045 KST218 ST6215 16 1-3/4 19-3/16 26 26 16d 2960 2540 KST224 ST6224 16 1-3/4 22-7/16 30 30 16d 2960 2930 HTP37-TZ HTP37Z 16 3 7 20 20 10d x 1-1/2 1855 1600 130

36 36 10d 3455 296536 34 16d 3860 332052 52 10d 4715 428552 46 16d 4715 449070 60 10d 4715 471570 52 16d 4715 4715

KST234 ST6236 14 1-3/4 32-3/16 42 36 16d 3775 366088 72 10d 6015 601588 62 16d 6015 6015

104 76 10d 6015 6015104 66 16d 6015 6015

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Total number of nail and/or bolt holes provided in the strap. 3) Minimum quantity of fasteners to be installed with equal fasteners at each end of the connection. Product may have additional nail holes not needed to meet published allowable load of product. 4) For MSTC straps: 16d sinker nails may be substituted for 10d nails with no reduction in load. 5) NAILS: 10d x 1-1/2 nails are 0.148"dia. x 1-1/2"long, 10d nails are 0.148"dia. x 3"long, 16d nails are 0.162"dia. x 3-1/2"long.

28-1/43

14, R9,F7

14, R9,F7

CodeRef.Co

rros

ion

Fini

sh

Dimensions (in)

Total

Qty2

Fastener Schedule5DF/SP

Allowable Tension

Loads (Lbs.)1

S-P-F/HFAllowable Tension

Loads (Lbs.)1

MSTC78 MSTC78 14 3 77-3/4

MSTC66 MSTC66 14 3

40-1/4

MSTC52 MSTC52 16 3 52-1/4

MSTC40 MSTC40 16 3

65-3/4

USP

Stock No.4Steel

Gauge

MSTC28 MSTC28 16





LTW twist strap page 101

Angles & Straps

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Nails Bolts5 Nails Bolts5

Ref. No. W L Type Dia. 160% 160% 160% 160% HRS6 HRS6 12 1-3/8 6 6 6 10d -- -- 640 -- -- 550 -- HRS8 HRS8 12 1-3/8 8 10 10 10d -- -- 1065 -- -- 920 -- HRS12 HRS12 12 1-3/8 12 14 14 10d -- -- 1490 -- -- 1290 -- KST227 MST27 12 2-1/16 27 34 34 16d 4 1/2 4540 2285 3645 2020 KST237 MST37 12 2-1/16 37-1/2 48 48 16d 6 1/2 5140 3240 5140 2875 KST248 MST48 12 2-1/16 48 62 54 16d 8 1/2 5140 3845 5140 3555 KSTI226 MSTI26 12 2-1/16 26 26 26 10d x 1-1/2 -- -- 2810 -- 2245 -- KSTI236 MSTI36 12 2-1/16 36 36 36 10d x 1-1/2 -- -- 3890 -- 3110 -- KSTI248 MSTI48 12 2-1/16 48 48 48 10d x 1-1/2 -- -- 5140 -- 4145 -- KSTI260 MSTI60 12 2-1/16 60 60 60 10d x 1-1/2 -- -- 5140 -- 5140 -- KSTI272 MSTI72 12 2-1/16 72 72 60 10d x 1-1/2 -- -- 5140 -- 5140 -- HRS416-TZ HRS416Z 12 3-1/4 16 16 16 WS15-EXT -- -- 2945 -- 2410 -- 110 KST260 MST60 10 2-1/16 60 72 64 16d 10 1/2 6720 4910 6720 4390 KST272 MST72 10 2-1/16 72 72 64 16d 10 1/2 6720 4910 6720 4390

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Allowable loads are based on the use of either nails or bolts; nail and bolt values cannot be combined. 3) Total number of nail and/or bolt holes provided in the strap. 4) Minimum quantity of fasteners to be installed with equal fasteners at each end of the connection. Product may have additional nail holes not needed to meet published allowable load of product. 5) Allowable bolt loads are based on parallel-to-grain loading, minimum of 2-1/2" thick. 6) WS15-EXT Wood Screws are 1/4" dia. x 1-1/2" long. 7) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

14, R9, F7

110

USPStock No.

SteelGauge

TotalQty3

CodeRef.Co

rros

ion

Fini

sh

Dimensions (in)Fastener Schedule6,7

BoltsDF/SP

Allowable TensionLoads (Lbs.)1,2

S-P-F/HFAllowable Tension

Loads (Lbs.)1,2Nails

MinQty4

MinQty4

14, R9,F7

Total2 DF/SP Total2 DF/SP Total2 DF/SP

Ref. No. Qty Tension 160%1 Qty Tension 160%1 Qty Tension 160%1

18 12 1150 12 136516 16 1535 14 159018 28 2690 24 272516 32 3070 30 341018 44 4225 38 431516 48 4610 42 471518 62 6015 54 601516 64 6015 54 601518 64 6015 54 601516 66 6015 56 601518 20 248016 22 273018 32 397016 34 421518 46 625516 48 653018 46 625516 48 653018 14 141016 16 161518 26 262016 28 282018 38 383016 40 403018 50 504016 52 5240

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Total number of of nail holes provided in the strap. 3) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long.

16d Fasteners310d x 1-1/2" Fasteners3

KST237

KST248

MST37

MST48

MSTC78 MSTC78

MSTC52

MSTC40

MSTC52

MSTC66

--

MSTC40

KSTI236 MSTI36

KSTI248 MSTI48

KST260

KST272

MST60

MSTC66

MST72

10d Fasteners3

USPStock No.

ClearSpan

MSTC28 MSTC28

-- -- -- --

KSTI272 MSTI72

KSTI260 MSTI60-- -- -- --

--

Typical KST237 floor-to-floor installation

Clear Span Chart

Angles & Straps

1" min.

Optional nails (wood shrinkage may occur and cause strap to buckle outward)

End length

End length

Clear span

101

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KHST / KRPS / PS Strap Ties

KRPS – Meets IBC, IRC, & L.A. City requirements for notched plates where plumbing, heating, or other pipes are placed in partitions.

PS – Piling Straps connect wood pilings to floor girders. Hot-dip galvanized for corrosion protection in coastal environments.

KHST – Heavy-capacity strap that utilizes bolts.

Materials: See chartFinish: KHST – USP primer; KRPS – G90 galvanizing; PS – Hot-dip galvanizedOptions: See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Chart IRC R602.6.1, IBC 2308.9.8

Installation:• Use all specified fasteners. See Product Notes, page 18.• Install one strap tie for each 2x plate.• Bolts must be ordered separately.


Typical KRPSinstallation

KHST KRPS PS720-HDG

PS218-HDGPS418-HDG similar

Typical PS720-HDG installation

Ref. No. W L Qty Type Qty Type 160% KHST2 HST2 7 2-1/2 21-1/4 -- -- -- 6 5/8 5250 KHST3 HST3 3 3 25-1/2 -- -- -- 6 3/4 7920 KHST5 HST5 7 5 21-1/4 -- -- -- 12 5/8 10635 KHST6 HST6 3 6 25-1/2 -- -- -- 12 3/4 15935 PS218-HDG PS218 7 2 18 -- -- -- 4 5/8 -- PS418-HDG PS418 7 4 18 -- -- -- 4 5/8 -- PS720-HDG PS720 7 6-3/4 20 -- -- -- 8 5/8 -- KRPS18 RPS18 16 1-1/2 18-5/16 < 5-1/2 12 16d -- -- 1345 KRPS22 RPS22 16 1-1/2 22-5/16 < 5-1/2 16 16d -- -- 1790 KRPS28 RPS28 16 1-1/2 28-5/16 < 12 16 16d -- -- 1790

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Allowable loads are based on single shear, parallel to grain loading with a 3-1/2" minimum member thickness for KHST2 and KHST5, and 4-1/2" minimum member thickness for KHST3 and KHST6. 3) PS piling strap design loads must be determined for each installation. Bolts are installed perpendicular and parallel-to-grain. 4) NAILS: 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

120

14,R9,F7

Dimensions (in)

USP

Stock No.3Steel

Gauge

14, R9,F7

Nails BoltsFastener Schedule4

CodeRef.

DF/SPAllowable Tension

Loads (Lbs.)1,2NotchWidth

(in) Corr

osio

nFi

nish




Piling

Built-up beam

KHST3 and KHST2KHST6 and KHST5

KHST2KHST3

KHST5KHST6

W

W

3"

20"

1-1/4"

6-3/4"

3-3/4"

L

W

2-1/2

1"

Angles & Straps

KRPS

18 &

KRP

S22

5-1

/2"

KRPS

28 1

2"

1-1/2"

L

102

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Str

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Copyright © 2018 M


HFS Compression & Tension Straps

The HFS Hardy Frame® Saddle is a 14 gauge steel channel intended to be used as a splice at locations where plumbing or other vertical penetrations destroy the structural integrity of a wall’s top plates.


Installation:• Use all specified fasteners. See Product Notes, page 18.• The Saddle can be installed over the top or from the underside

of the top plates, and is capable of resisting both tension and compression loads in a clearspan of up to 4-1/2” inches.

• For wall depths greater than 3-1/2”, or to install after plumbing lines have been run, the product can be separated into two “L” shapes by gripping the legs of the channel and flexing the top surface along the serration lines.

Typical HFS installation to

underside of double top plates.

Typical MSTC66B3 installation MSTCB

Separation into two “L” shapes at 6”

and greater depths

Omit fasteners at first holes when the end distance

is less than 1 inch

The MSTCB Pre-Bent Strap is designed to fasten vertical studs to a beam or ridge beam member below where the beam depth will not allow complete fastener attachments with a standard product.



MSTCB Pre-Bent Straps

Ref. No. W D Type Qty Type Tension 160% Tension 160% MSTC48B3 MSTC48B3 14 44-7/8 3 9-1/4 12 4 10d 24 10d 4800 3905 MSTC66B3 MSTC66B3 14 62-7/8 3 11-1/4 14 4 10d 28 10d 5375 4250

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) The 3" wide beam may be double for 2x members. 3) Fewer fasteners in the stud/post than listed will reduce the capacity of the connection. 4) Nails in the stud/post to be installed symmetrically in pairs starting a minimum of 1-1/2" from the end. 5) NAILS: 10d nails are 0.148" dia. x 3" long.

110

CodeRef.

USPStock No. Ga

Fastener Schedule5

BeamDF/SP

AllowableLoads (Lbs.)1

S-P-F Allowable

Loads (Lbs.)1

Min. BeamDimensions

(in)FaceQty

BottomQty

L(in)

Stud/Post2,3,4

Ref. No. W L Qty2 Type4

HFS24 -- 14 3-5/8 24 < 4-1/2 24 16d 2950 2500 2537 2500 HFS36 -- 14 3-5/8 36 < 4-1/2 32 16d 4280 2500 3681 2500

1) Allowable tension loads are for normal duration. The values may be adjusted for other durations, such as for seismic and wind loading in accordance with the AF&PA NDS. 2) Fastener quantity is the number of 16d common nails to be installed into each of the members to be joined. When the end distance from the joint to the first nail hole is less than 1-inch, omit the (2) nails in the 3-inch side-plate and the (1) nail in the 1-1/2 inch side-plate that are nearest the joint. 3) There is no reduction in double top plate capacity provided the HFS24 is installed with minimum (22) 16d common nails in each member being joined (44 total) and the HFS36 is installed with (31) 16d common nails in each member (62 total). 4) NAILS: 16d nails are 0.162" dia. x 3-1/2" long.

Fastener Schedule

Dimensions(in)

USPStock No.

SteelGauge

16,R6

CodeRef.

Tension100%

Compression100%

NotchWidth

Tension100%

Compression100%

DF/SPAllowable Loads (Lbs.)1,3

S-P-FAllowable Loads (Lbs.)1,3

Angles & Straps

4-1/2" max

4-1/2" max

3"

2-7/8"

L

Sideview

3" minimum bearing area

Face Nailing

No Nails Required

Minimum Length 22"

Minimum (2) 2x or 4x

Stud Fastening

Minimum(2) 2x or 4x

Minimum Length 22˝

StudFastening

No NailsRequired

Face Nailing3˝ MinimumBearing Area

103

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LTW12/MTW12

HTW / KTS / LFTA / LTW / MTW Twist Straps

Twist straps tie framing members to resist tension forces.

LFTA6 – 16 gauge.

LTW – 18 gauge, light-capacity.

MTW – 16 gauge, medium-capacity.

KTS – 16 gauge, medium-capacity with angled twist.

HTW – 14 gauge, heavy-capacity.


Installation:• Use all specified fasteners. See Product Notes, page 18.• Consult I-Joist manufacturer for web stiffener requirements,

and uplift limitations on joist and application.

Typical LFTA6 truss-to-top

plate installation

Typical LFTA6 stud-to-rim joist

installation

Typical LFTA6 stud-to-topplate installation

LFTA6

Typical LTW12 / MTW12truss-to-top plate

installation

Typical LTW12 / MTW12stud-to-rim joist

installation


19-1/8"

6-1/2"

2-1/4"

8-3/8"

LTW18/MTW18other models similar

Typical MTW30installation

KTSMTW30/HTW30

MTW30CTypical MTW20I-joist rafter installation

Uplift

Equal number of specified fasteners

at each end

Uplift

F1

F2

Place strap so all nail holes align with rim joist

Angles & Straps

1-1/4"

L

1-1/4"

L2

L1

L

1-1/4"

1" Typ.

L1

L2

L1

L2

1-1/4"

1" Typ

104

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Ref. No. W L L1 L2 Qty Type 160% 160%12 10d x 1-1/212 10d12 10d x 1-1/212 10d12 10d x 1-1/212 10d12 10d x 1-1/212 10d

KTS9 TS9 16 1-1/4 9 -- -- 8 16d 785 660 KTS12 TS12 16 1-1/4 11-1/2 -- -- 10 16d 1065 895

14 10d x 1-1/214 10d14 10d x 1-1/214 10d

KTS17 TS18 16 1-1/4 17-1/2 -- -- 14 16d 1100 925 13014 10d x 1-1/214 10d16 8d16 8d x1-1/214 10d x 1-1/214 10d

KTS24 TS22 16 1-1/4 21-3/4 -- -- 18 16d 1650 1385 13014 10d x 1-1/214 10d14 10d x 1-1/214 10d14 10d x 1-1/214 10d14 10d x 1-1/214 10d16 10d x 1-1/216 10d24 10d x 1-1/220 10d24 10d x 1-1/220 10d24 10d x 1-1/220 10d24 10d x 1-1/220 10d24 10d x 1-1/220 10d

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) 16d sinker nails may be substituted for 10d common nails with no reduction in load. 3) For 1-1/2" lumber, use 0.84 of table load for 10d nails and 0.77 for 16d nails. 4) Fasteners shall be distributed equally on each end of the connection. 5) C after the model number designates center twist as in MTW30C. 6) LFTA6: F1 is 700 lbs and F2 is 90 lbs. To achieve F1 lateral loads, three nails must be installed on each side on the strap located closest to the bend line. Lateral F1 and F2 load directions do not apply to roof truss-to-top plate installations. 7) NAILS: 8d x 1-1/2" nails are 0.131" dia. x 1-1/2" long, 8d nails are 0.131" dia. x 2-1/2" long, 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long.

7-1/2

6-1/2

5-1/8

8-1/2 8-1/2

USP

Stock No.5Steel

Gauge

1-1/4

1-1/4

1-1/4

4-1/2

6-1/2

8-1/2

MTS12

MTW16 MTS16

MTW18 MTS18

7-1/2 LTW18

LTS20

MTW12

1-1/4

1-1/4

Dimensions (in) Fastener

Schedule2,3,4,7

LTW16 LTS16 1-1/4

650

650

LTW12 4-1/2 LTS12 18

18

4-1/2

6-1/2

12

16

DF/SPAllowable Uplift

Loads (Lbs.)1

1-1/4

HTW30C HTS30C

18

18

16

16

16

HTW28 --

HTW30 HTS30

HTW20 HTS20

HTW24 HTS24

MTW30C MTS30C

MTW20 MTS20

14

14

14

LFTA6 6

14

14

14

16

16

16

16

24

28

LTW20

1-1/4

1-1/4

4-1/2

8-1/2

7-1/8

1-1/4

1-1/4

1-1/4

1-1/4

1-1/4

1-1/4

1-1/4

1-1/4

1-1/4

30

16

20

24

20

30

12-7/16

HTW16

20

28

7-1/2

7-1/8

9-1/8 9-1/8

12-1/812-1/8

7

11-1/8 11-1/8

17-1/430

30

13-7/16

5-1/8

18

HTS16

775

775

775

775

16 2-1/4 19-1/8 8-3/8 6-1/2

6-1/2

1195

1195

1195

1195

18-9/16

10-7/16

12-7/16

10-7/16

7-1/2

LTS18 18

12

16

MTW30 MTS30

MTW24C MTS24C

MTW28C --

13-7/16

8-5/16

1210

1195

1195

1195

1195

16

H6

1530

1260

1530

1530 1285

1285

1060

1285

1530

1530

Corr

osio

nFi

nish

14, R9,F7

14, R9,F7

14, R9,F7

14, R9,F7

CodeRef.

1285

1285

1005

1005

1005

1005

1005

650

650

1015

1005

1005

1005

130

S-P-FAllowable Uplift

Loads (Lbs.)1

HTW / KTS / LFTA / LTW / MTW Twist Straps




Angles & Straps

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MSTAM / MSTCM Masonry Straps

The MSTAM and MSTCM Strap Ties are designed to connect a wood structure above to a masonry wall below.



Typical MSTCM40installation

MSTCM40 MSTAM36Typical MSTAM36installation

Ref. No. W L Qty Type Qty Type Qty Type 160% 160% MSTAM24 MSTAM24 18 1-1/4 24 5 1/4" Tapcon 5 1/4" Tapcon 9 10d 1545 1455 MSTAM36 MSTAM36 16 1-1/4 36 8 1/4" Tapcon 8 1/4" Tapcon 13 10d 1945 1945

24 10d20 16d24 10d20 16d

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Allowable loads are derived from tests performed using hollow C90 concrete block. 3) Use ITW Buildex 1/4" x 2-1/4" Tapcon fasteners; or equal, installed in accordance with manufacturer's specification. 4) NAILS: 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

S-P-FAllowable Tension

Loads (Lbs.)1,2Concrete3 Nails4

Fastener Schedule

CodeRef.

1/4" Tapcon 14 1/4" Tapcon 3665


Loads (Lbs.)1,2

F15

Corr

osio

nFi

nish

3665

16 3 40-1/4

Dimensions (in)

CMU3

USPStock No.

SteelGauge

3665

14 1/4" Tapcon 14 1/4" Tapcon 3665 MSTCM60 MSTCM60 16 3 60

14 MSTCM40 MSTCM40

Qty Type Qty Type Qty Type Tension 160% Tension 160%16 5 1/4" Tapcon 5 1/4" Tapcon 8 10d 1305 130518 5 1/4" Tapcon 5 1/4" Tapcon 7 10d 1305 115516 12 1/4" Tapcon 12 1/4" Tapcon 16 16d 3135 312518 12 1/4" Tapcon 12 1/4" Tapcon 14 16d 3135 273516 14 1/4" Tapcon 12 1/4" Tapcon 20 16d 3660 366018 14 1/4" Tapcon 12 1/4" Tapcon 20 16d 3660 3660

1) Use ITW Buildex 1/4" x 2-1/4" Tapcon fasteners; or equal, installed in accordance with manufacturer's specification. 2) Allowable loads are derived from tests performed using hollow C90 concrete block. 3) NAILS: 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long.

S-P-FAllowable

Loads (Lbs.)2

Fastener Schedule

MSTCM60

CMU1 Concrete1 Nails3

MSTAM36

MSTCM40

USPStock No.

ClearSpan

DF/SPAllowable

Loads (Lbs.)2

Clear Span Chart




12-1/2" minimum

3" minimum 3"

minimum

14" minimum

Angles & Straps

3"

5/8"

L

W

3"

1-1/2"

1-1/2"

W

L

106

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Str

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HTWM Masonry Twist Straps

The HTWM Twist Straps are designed for truss to concrete or masonry connections. Offer uplift resistance with variable heel height and positioning applications.


Installation:• Use all specified fasteners. See Product Notes pages 18 .• Strap may be attached to either side of grouted masonry

or concrete wall with a minimum of (1) #5 horizontal rebar.• Powers Wedge-Bolt+ screw anchors require Powers SDS

Wedge-Bit drill bit. Wedge-Bits are not included and must be ordered seperately. Refer to page 34.

• Drill hole in concrete or masonry with manufacturer's prescribed 1/4" masonry drill. Install fasteners into concrete or masonry per manufacturer’s specification.

• Twist straps do not have to be wrapped over the truss to achieve the allowable loads.

• Moisture barrier may be required.

Ref. No. W L L1 Qty Qty HTWM16 HTSM16, MTSM16 14 1-1/4 16 5-3/4 4 1/4" x 1-3/4" 8 10d x 1-1/2 1225 1145 HTWM20 HTSM20, MTSM20 14 1-1/4 20 7-3/4 4 1/4" x 1-3/4" 8 10d x 1-1/2 1225 1145

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Use Powers 1/4" x 1-3/4" Wedge-Bolt+ or DeWalt 1/4" x 1-3/4" Screw-Bolt+; or equal, installed in accordance with manufacturer's specification. 3) Powers 1/4" x 1-3/4" Wedge-Bolt+ or DeWalt 1/4" x 1-3/4" Screw-Bolt+ are not supplied with HTWM straps. See page 34 for anchor information. 4) Grout or concrete compressive strength shall be 2,500 psi or greater at 28 days. 5) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long.

USPStock No.

SteelGauge

CodeRef.

F26

Dimensions (in)

Screw

Anchor2,3

Fastener Schedule

Type5

DF/SPAllowable

Loads (Lbs.)

Uplift

160%1

Uplift

160%1

S-P-FAllowable

Loads (Lbs.)CMU/Concrete

Wall4Truss/Rafter

Typical HTWM installation

Typical KSA installation Typical KHSA4 installation

Typical KSA installation

HTWM

KSA – 12 gauge seismic horizontal tension tie.

KHSA – 3 gauge. Designed for installation with bolts only.

Materials: See chartFinish: KSA – G90 galvanizing;

KHSA – USP primerCodes: See page 10 for Code Reference Chart

KHSA / KSA Connector Straps


Angles & Straps

O15" max

Hanger

Connector strap

D1 D2Allowable loads

018° max

L

L1

L1

W

W

107

Angles & Straps

Copy

right

© 2

018

MiT

ek In

dust

ries,

Inc.

All

Righ

ts R

eser

ved

KHSA / KSA Connector Straps

Typical KVB7installation

KVB5

KVB – Installs with WS3 wood screws for higher load capacity. It can be retrofit into existing framing.

KVBI – Installs with common nails. Designed to be used with I-Joist purlins.


Installation:• Use all specified fasteners. See Product Notes, page 18.• WS3 wood screws are included with KVB shipments. • Install flanges at angles of 45° or more to the vertical plane

to assure proper lateral resistance.

KVB / KVBI Knee Braces

Ref. No. W L O D1 D2 Qty Type 160%22 16d 26204 1/2 2015

KHSA1 -- 3 3 30 9 10 -- 2 3/4 2435 KHSA2 -- 3 3 38-1/2 9 10 4-1/2 4 3/4 4810 KHSA3 -- 3 3 47 9 10 4-1/2 6 3/4 7005 KHSA4 -- 3 3 56 9 10 4-1/2 8 3/4 8920 KHSA5 -- 3 3-1/2 64-1/2 9 10 4-1/2 10 3/4 10785

1) Allowable loads are based on the use of either nails or bolts; nail and bolt values cannot be combined. 2) Bolt values assume wood member thickness of 3-1/2" with bolts in single shear. 3) Bolts shall be loaded parallel to grain. 4) NAILS: 16d nails are 0.162" dia. x 3-1/2" long.

Fastener

Schedule3,4

CodeRef.

14, R9,F7

92-1/16 37-7/8 6-11/16 4-1/2

Dimensions (in) DF/SPAllowable Tension

Loads (Lbs.)1,2

USPStock No.

SteelGauge

KSA36 SA36 12

Ref. No. Beam Depth L Qty Type Qty Type 100% 125% 160% KVB5 VB5 12 10 - 15 60 4 WS3 12 WS3 1800 1800 1800 KVB7 VB7 12 15 - 22-1/2 84 4 WS3 12 WS3 1800 1800 1800 KVB8 VB8 12 22-1/2 - 28-1/2 96 4 WS3 12 WS3 1800 1800 1800 KVB10 VB10 12 28-1/2 - 36 120 4 WS3 12 WS3 1800 1800 1800 KVB12 VB12 12 36 - 42 144 4 WS3 12 WS3 1800 1800 1800 KVBI5 -- 12 10 - 15 60 4 10d 12 10d 760 955 1220 KVBI7 -- 12 15 - 22-1/2 84 6 10d 12 10d 760 955 1220 KVBI8 -- 12 22-1/2 - 28-1/2 96 6 10d 12 10d 760 955 1220 KVBI10 -- 12 28-1/2 - 36 120 6 10d 12 10d 760 955 1220 KVBI12 -- 12 36 - 42 144 6 10d 12 10d 760 955 1220

1) WS3 Wood Screws are 1/4" x 3" long and are included with specified KVB models. 2) NAILS: 10d nails are 0.148" dia. x 3" long.

CodeRef.

14, R9,F7

USPStock No.

SteelGauge

Dimensions (in) Fastener Schedule1,2

Beam Joist

DF/SPAllowable Tension Loads (Lbs.)

Installation:• Use all specified fasteners. See Product Notes, page 18.• KSA36 can be field adjusted for smaller beam widths.• Bolts must be ordered separately. See page 25 for available sizes.

L

2"

Angles & Straps

KSA36 KHSA5

L

O

W

L

O

W

108

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Hanger Selector Guide

HangerType

USPSeries

SteelGauge F

ace

Mou

nt

Top

Mou

nt

For

med

Wel

ded

I-Jo

ist

Trus

s (2

x)

Floo

r Tru

ss 4

x

Glul

am

Strin

ger

Masonry100%

DF/SP100%

JL 20 • • • • • • • -- 470 - 1,960 FB 18 • • • • • • • • • -- 330 JUS 18 • • • • • • • • • -- 675 - 2,420 CSH 18 • • • • • • • -- 890 MUS 18 • • • • • • • • • • • -- 1,285 - 1,710 JLIF 18 • • • • • • • -- 465 - 1,520 SUH 16 • • • • • • • • -- 500 - 2,645

16 -- 2,760 - 5,45514 -- 850 - 2,710

HD 14 • • • • • • • • • • • -- 615 - 5,195 ADTT 14 • • • • • • • -- 790 - 850 DTB 14 • • • • • • • -- 1,835 HDQIF 14 • • • • • • • • • • • • -- 3,340 - 5,605 HL 18 • • • • • • • • • -- 1,270 - 1,590 JH 18 • • • • • • • • -- 1,900 - 2,540 KLB 14 • • • • • • • -- 1,670 - 2,140 FWH 14 • • • • • • • • • • • • • • • -- 2,045 - 2,400 FWHBP 12 • • • • • • • • • • -- 5,705 KB 12 • • • • • • • • -- 4,075 - 4,795 HDO 12 • • • • • • • • -- 2,170 - 5,715 SW 12 • • • • • • • • -- 2,315 - 2,520

SWH7 - Top Flange,

12 - Stirrup• • • • • • • • -- 3,305

KHW3 - Top Flange,

10 - Stirrup• • • • • • • • • -- 5,295 - 5,535

RR 18 • • • • • • • • • -- 365 LS 18 • • • • • • • • -- 785 - 1,235

18 -- 720 - 1,18016 -- 1,825 - 2,59016 -- 510 - 2,24014 -- 1,410 - 3,100

SKHH 14 • • • • • • • • • -- 1,850 - 4,005 JPF 20 • • • • • • • -- 1,070 - 1,275 DTUS 20 • • • • • -- 480 - 570 TUS 20 • • • • • • • -- 480 - 570 KF 18 • • • • • • • • -- 695 - 810 PHG 18 • • • • • • • • -- 580 - 650 FHD 18 • • • • • • -- 960 JDS 18 • • • • • • • • -- 480 - 1,575 MPH 12 • • • • • • • • 2,585 - 4,280 --

LGUM 12 • • • • • 6,065 - 9,905 --

HGUM 7 • • • • • • 16,680 --

HWUH1/4" - Top Flange,

7 - Stirrup• • • • • • • • • • 3,060 - 5,265 --

UHM 1/4" • • • • • • • 3,550 - 6,380 --

NFM3/8" - Top Flange,

7 - Stirrup• • • • • • • 7,130 - 10,310 --

• Represents common applications and product configurations. Consult USP for additional applications and/or optional product configurations. New products or updated product information are designated in blue font.

Allowable Loads (Lbs.)Range

HUS

SKH

Header Material

FaceMount

LSSH

Beam

/Joi

st/R

afte

r(r

ect s

hape

s)

Beam

/Joi

st/R

afte

r(r

ect s

hape

s)

Supporting / Header Member

Supported /Joist Member

Style

Slo

ped

/ Ske

wed

I-Jo

ist

Trus

s (2

x)

Floo

r Tru

ss 4

x

Naile

r

Glul

am

Wal

l

Post

Rim

Joi

stTop

Mount

• • • •

• • •

Paneland

Purlin

•

• • •

Masonry

• •

• • •

Slopeand

Skew

• • •

• • •

• • •

HANGERS

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JL / JLIF / SUH Face Mount Joist Hangers

Hangers

Option4 Skewed1,3 Sloped Seat2,3 Sloped / Skewed1,2,3

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) For skewed hangers, the required cut type (square or bevel) of joist member may vary based on skew angle and width of hanger. Some square cut hangers will require custom pricing due to welded back plate. 4) SUH option hangers may be manufactured as welded products to achieve listed loads. Welded products have a primer finish.

Range

Ordering

AllowableLoads

100% of table load

1˚ to 45˚

Add SK angle required,right (R) or left (L), and


Ex. SUH210_SK45R_SQ

Add SL, slope required,and up (U) or down (D),

to product number.Ex. SUH210_SL30D

See Sloped Seat and Skewed.Ex. SUH210_SK45R_SQ_SL30D

See Sloped Seat and Skewed1˚ to 67-1/2˚

when width is 1-3/4" or less.1˚ to 50˚ on all others.

100% of table load.75% of uplift load

on skews greater than 15˚.



Typical SUH26-2installation

SUH26-2 JLIF

Typical JL26installation

JL26

Typical JLIF installation

SUH Specialty Options Chart Refer to Specialty Options pages 245-246 for additional details.

A

DW

H

A

DW

H

USP offers a wide variety of light-gauge face mount joist hangers to accommodate application and installation preferences.

JL series – 20 gauge, 2x joist hangers.

JLIF series – 18 gauge, 2x joist hangers.

SUH series – 16 gauge steel construction for more demanding applications and light truss support.

Materials: See chartFinish: G90 galvanizing; JLIF–G-185 galvanizingOptions: See chart for Corrosion Finish Options. See SUH Specialty Options Chart.Codes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners.

See Product Notes, page 18.

DW

H

110

Hang

ers

Copyright © 2018 M


HUS / JUS / MUS Slant Nail Face Mount Joist Hangers

Hangers

Typical JUS26installation

Typical HUS46installation

Typical HUS410IF inverted flange

installation

MUS

HUS28-2

Double shear nail designfeatures fewer nails and

faster installation

Uses standard length nails

The HUS, JUS & MUS hanger series offers double shear nailing. USP’s dimple allows for 30° to 45° nailing through the joist into the header resulting in higher loads and less nailing. Slant nailing also eliminates the need for shorter joist nails in 2x applications.

Materials: JUS - 18 gauge; MUS - 18 gauge; HUS - 14 or 16 gaugeFinish: G90 galvanizingOptions: See Chart for Corrosion Finish Options. See HUS Specialty Options Chart.Codes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• Joist nails must be driven at a 30° to 45° angle through the joist

or truss into the header to achieve listed loads. Standard length “double shear” nails must be used to achieve listed load values.

• JUS & MUS - 16d sinkers (0.148" x 3-1⁄4") may be used where 10d commons are specified with no load reduction.

Option Inverted Flange

Not available inwidths less than 2-1/4".

100% of table load.65% of table load whennailing into the support

members end grain.

Add IFto product number.

Ex. HUS410_IFOrdering

AllowableLoads

Range

HUS Specialty Options Chart Refer to Specialty Options pages 245-246 for additional details.

W

W

A

DW

H

Dimple allows 30° to 45°

nailing

A

D

H

JUS28A

D

H

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HD Heavy-Duty Face Mount Hangers

HD hangers are heavy-duty face mount hangers that can be used to support headers, joists, and trusses.

Materials: 14 gaugeFinish: G90 galvanizingOptions: See chart for Corrosion Finish Options. All nominal lumber sizes are

available rough/full size lumber. See Specialty Options Chart.

Codes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product

Notes, page 18.• HD Min – Fill all round nail holes.• HD Max – Fill all round and diamond nail holes.

Option Skewed1,3 Sloped Seat2,3 Sloped / Skewed1,2,3 Inverted Flange

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) For skewed hangers, the required cut type (square or bevel) of joist member may vary based on skew angle and width of hanger. Some square cut hangers will require custom pricing due to welded back plate. 4) HD option hangers may be manufactured as welded products to achieve listed loads. Welded products have a primer finish. New products or updated product information are designated in blue font.

OrderingAdd IF,

to product number.Example: HD410_IF

Add SK, angle required,right (R) or left (L), and

square cut (SQ) or bevel cut (BV)to product number.

Example: HD410_SK45R_SQ


to product number.Example: HD410_SL30D

See Sloped Seat and Skewed

Example:HD410_SK45R_SQ_SL30D

Range

Allowable Loads


100% of table load.75% of uplift load on

skews greater than 15˚.

100% of table load.65% of table load when nailing into the support

members end grain.

1˚ to 67-1/2˚when width is 1-3/4" or less.

1˚ to 50˚ on all others.

2-1/4" widths or greater(Widths < 2-1/4" may be available as a Custom,

contact USP)

100% of table load

1˚ to 45˚

80% of table load. 75% of uplift load on


HD610

Typical HD3212glulam installation

Typical HDQIFinstallation

Typical HD210-2IF inverted flange installation

HDQIF

HD51135

Typical HD610installation

Typical HD210-2installation

Specialty Options Chart Refer to Specialty Options pages 245-246 for additional details.

HDQIF inverted flange hangers install with wood screws eliminating the need to drill bolt holes simplifying installation.

Materials: 14 gaugeFinish: G90 galvanizingOptions: See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• WS15 and WS3 Wood Screws are supplied with HDQIF hangers.

HDQIF Inverted Flange Face Mount Hangers

H

A

W D

Hangers

H

A

3"W

A

H

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Face Mount Hanger Charts

Floor Uplift1

Joist Size Ref. No. W H D A Qty Nail Qty Nail 100% 115% 125% 160%4 10d 2 10d x 1-1/2 470 540 580 3204 16d 2 10d x 1-1/2 560 640 695 3204 10d HDG 2 10d x 1-1/2 HDG 465 535 580 2804 16d HDG 2 10d x 1-1/2 HDG 550 615 615 280

JUS24 LUS24 18 1-9/16 3-1/8 1-3/4 1 -- 4 10d 2 10d 675 775 835 5104 10d 2 10d x 1-1/2 500 560 605 3804 16d 2 10d x 1-1/2 590 665 720 380

Min 2 615 695 745 365Max 4 615 695 745 595

6 10d 4 10d x 1-1/2 710 805 870 6506 16d 4 10d x 1-1/2 840 960 1045 6506 10d HDG 4 10d x 1-1/2 HDG 695 800 870 7306 16d HDG 4 10d x 1-1/2 HDG 830 950 1035 730

JUS26 LUS26 18 1-9/16 4-13/16 1-3/4 1 -- 4 10d 4 10d 870 1000 1080 1115 5, R5, F2 MUS26 MUS26 18 1-9/16 5-1/16 2 1 -- 6 10d 6 10d 1285 1475 1605 865 31, R1, F32

6 10d 4 10d x 1-1/2 750 840 910 7556 16d 4 10d x 1-1/2 880 1000 1080 755

HUS26 HUS26 16 1-5/8 5-7/16 3 2 -- 14 16d 6 16d 2760 3140 3345 1925Min 2 615 695 745 365Max 4 615 695 745 595Min 4 1230 1390 1490 780Max 6 1230 1390 1490 825

6 10d 4 10d x 1-1/2 710 805 870 6506 16d 4 10d x 1-1/2 840 960 1045 6506 10d HDG 4 10d x 1-1/2 HDG 695 800 870 7306 16d HDG 4 10d x 1-1/2 HDG 830 950 1035 73010 10d 6 10d x 1-1/2 1180 1295 1295 85510 16d 6 10d x 1-1/2 1400 1600 1740 8558 10d HDG 4 10d x 1-1/2 HDG 930 1065 1160 7308 16d HDG 4 10d x 1-1/2 HDG 1105 1215 1215 730

JUS26 LUS26 18 1-9/16 4-13/16 1-3/4 1 -- 4 10d 4 10d 870 1000 1080 1115 JUS28 LUS28 18 1-9/16 6-5/8 1-3/4 1 -- 6 10d 4 10d 1110 1270 1375 1115 MUS26 MUS26 18 1-9/16 5-1/16 2 1 -- 6 10d 6 10d 1285 1475 1605 865 MUS28 MUS28 18 1-9/16 7-1/16 2 1 -- 8 10d 8 10d 1710 1970 2140 1230

6 10d 4 10d x 1-1/2 750 840 910 7556 16d 4 10d x 1-1/2 880 1000 1080 7558 10d 6 10d x 1-1/2 1000 1120 1210 8008 16d 6 10d x 1-1/2 1175 1335 1440 800

HUS26 HUS26 16 1-5/8 5-7/16 3 2 -- 14 16d 6 16d 2760 3140 3345 1925 HUS28 HUS28 16 1-5/8 7-3/16 3 2 -- 22 16d 8 16d 4170 4345 4345 2570

Min 4 1230 1390 1490 780Max 6 1230 1390 1490 825Min 10 4 1540 1735 1865 780Max 14 6 2155 2430 2610 1170

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) 16d sinkers (0.148 dia. x 3-1/4" long) may be used at 0.84 of the table load where 16d commons are specified. This does not apply to JUS, HUS, MUS slant nail hangers. 3) For JUS, HUS, and MUS hangers: Nails must be driven at a 30° to 45˚ angle through the joist or truss into the header to achieve the table loads. 4) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

14 1-9/16 7-3/16 2-1/2

1-1/8

1-1/8

5, R5, F2

--

--

2 1-3/16

16 1-9/16

8 16d 10d x 1-1/2

16d 10d x 1-1/2


Min/Max

--

--

--

--

--

--

--

10d x 1-1/2

8 16d 10d x 1-1/2

Dimensions (in)

USPStock No.

SteelGauge

Roof CodeRef.Co

rros

ion

Fini

sh

Header Joist


16 1-9/16 3-1/4 2 1-3/16

20 1-9/16 3 1-1/2 15/16

LUC26Z31, R1,

F32

5, R5, F2

5,R5, F2

JL24 LU24

JL24IF-TZ --

6-5/8

5-1/8 SUH26 U26

SUH28 --

20 1-9/16 4-3/4

1-9/16 4-1/218

HD26 HU26

HD28 HU28

14 1-9/16 3-1/2

14

1-9/16 3-1/8 1-1/2 --

18 1-9/16 1-1/2 --

1-1/2 15/16

1-1/2 --

2-1/2 1-1/8

1-9/16 5-1/4 2-1/2 1-1/8

4 16d 10d x 1-1/2

4 16d

2 x 4

HD26 HU26 14 1-9/16 3-1/2 2-1/2 1-1/8

5, R5, F2

SUH26 U26

JL26IF-TZ

JL26 LU26

JL26IF-TZ LUC26Z

JL28

2 x 6

JL26 LU26

31, R1, F32

SUH24 U24

18

31, R1, F32

16 1-9/16 5-1/8 2 1-3/16

20 1-9/16 4-3/4

31, R1, F32

5, R5, F2

1-1/2

18 1-9/16 4-1/2 1-1/2

15/16

--

20 6-3/8 1-1/2 15/16

31, R1, F32

5,R5,F2

HD28 HU28

HD210 HU210

2 x 8

14 1-9/16 5-1/4

LU28 1-9/16

6-1/8 JL28IF-TZ --

--

--

--

16 1-9/16

2 1-3/16

2-1/2





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Floor Uplift1

Joist Size Ref. No. W H D A Qty Nail Qty Nail 100% 115% 125% 160%10 10d 6 10d x 1-1/2 1180 1295 1295 85510 16d 6 10d x 1-1/2 1400 1600 1740 8558 10d HDG 4 10d x 1-1/2 HDG 930 1065 1160 7308 16d HDG 4 10d x 1-1/2 HDG 1105 1215 1215 73014 10d 8 10d x 1-1/2 1650 1875 1875 110014 16d 8 10d x 1-1/2 1960 1965 1965 110011 10d HDG 6 10d x 1-1/2 HDG 1275 1465 1595 109511 16d HDG 6 10d x 1-1/2 HDG 1520 1745 1900 1095

JUS28 LUS28 18 1-9/16 6-5/8 1-3/4 1 -- 6 10d 4 10d 1110 1270 1375 1115 JUS210 LUS210 18 1-9/16 7-3/4 1-3/4 1 -- 8 10d 4 10d 1350 1545 1670 1115 MUS28 MUS28 18 1-9/16 7-1/16 2 1 -- 8 10d 8 10d 1710 1970 2140 1230 31, R1, F32

8 10d 6 10d x 1-1/2 1000 1120 1210 8008 16d 6 10d x 1-1/2 1175 1335 1440 80010 10d 6 10d x 1-1/2 1250 1405 1515 113510 16d 6 10d x 1-1/2 1470 1670 1800 1135

HUS28 HUS28 16 1-5/8 7-3/16 3 2 -- 22 16d 8 16d 4170 4345 4345 2570 HUS210 HUS210 16 1-5/8 9-3/16 3 2 -- 30 16d 10 16d 5455 5510 5510 3205

Min 10 4 1540 1735 1865 780Max 14 6 2155 2430 2610 1170

14 10d 8 10d x 1-1/2 1650 1875 1875 110014 16d 8 10d x 1-1/2 1960 1965 1965 110011 10d HDG 6 10d x 1-1/2 HDG 1275 1465 1595 109511 16d HDG 6 10d x 1-1/2 HDG 1520 1745 1900 1095

JUS210 LUS210 18 1-9/16 7-3/4 1-3/4 1 -- 8 10d 4 10d 1350 1545 1670 111510 10d 6 10d x 1-1/2 1250 1405 1515 113510 16d 6 10d x 1-1/2 1470 1670 1800 1135

HUS210 HUS210 16 1-5/8 9-3/16 3 2 -- 30 16d 10 16d 5455 5510 5510 3205Min 10 4 1540 1735 1865 780Max 14 6 2155 2430 2610 1170Min 14 6 2155 2430 2610 1170Max 20 10 3080 3475 3725 1625

HD212IF HUC212 14 1-9/16 9-1/4 2 -- -- 16 16d 6 10d x 1-1/2 2255 2595 2730 106512 10d 8 10d x 1-1/2 1500 1685 1815 133012 16d 8 10d x 1-1/2 1765 2000 2160 1330

Min 14 6 2155 2430 2610 1170Max 20 10 3080 3475 3725 1625

HD212IF HUC212 14 1-9/16 9-1/4 2 -- -- 16 16d 6 10d x 1-1/2 2255 2595 2730 1065Min 16 6 2465 2780 2980 1170Max 22 10 3390 3820 3930 1280

12 10d 8 10d x 1-1/2 1500 1685 1815 133012 16d 8 10d x 1-1/2 1765 2000 2160 1330

Min 14 6 2155 2430 2610 1170Max 20 10 3080 3475 3725 1625

HD212IF HUC212 14 1-9/16 9-1/4 2 -- -- 16 16d 6 10d x 1-1/2 2255 2595 2730 1065Min 16 6 2465 2780 2980 1170Max 22 10 3390 3820 3930 1280Min 18 8 2770 3125 3355 1560Max 26 12 3930 4125 4250 2045

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) 16d sinkers (0.148 dia. x 3-1/4" long) may be used at 0.84 of the table load where 16d commons are specified. This does not apply to JUS, HUS, MUS slant nail hangers. 3) For JUS, HUS, and MUS hangers: Nails must be driven at a 30° to 45˚ angle through the joist or truss into the header to achieve the table loads. 4) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

--

9-1/4

5, R5, F2

10-13/16

12-3/4

2-1/2

2-1/2

2-1/2

1-1/8

1-1/8

1-1/8

--

9-1/4

10-13/16

2-1/2

2-1/2

1-1/8

1-1/81-9/16

HD212

HD214

HD216

14 1-9/16

14 1-9/16

14 1-9/16

--

HD212

HU210

HU212

14

14

2-1/2

2-1/2

1-9/16

1-9/16

7-3/16

9-1/4

1-1/8

1-1/8

8 2


Min/Max

--

--

--

--

--

--

2 x 10

HD210 HU210 14 1-9/16 7-3/16 2-1/2 1-1/8

15/16

16 1-9/16 2 1-3/168

JL28 LU28

1-9/16 8-1/4 1-1/2

JL210 LU210

SUH214 U214

SUH214 U214

16 1-9/16 10 2

16 1-9/16 10 2

HD212

HD214

HU212

HU214

14 1-9/16

14

JL28IF-TZ --

JL210 LU210

SUH28 --

SUH210 U210

JL210IF-TZ LUC210Z

2 x 12

HD210

2 x 14

2 x 16

HU212

HU214

HU216

31, R1, F32

5, R5, F2

18 1-9/16 8-1/4 1-1/2 --

16

--

--

1-1/8

1-9/16 6-5/8

1-1/8

CodeRef.

31, R1, F32

Corr

osio

nFi

nish

Header Joist

DF/SPAllowable Loads (Lbs.)3Dimensions (in)

1-9/16

15/16

--

8-1/4

31, R1, F32

5, R5, F2

1-9/16 --

6-3/8

5, R5, F2

5, R5, F2

2 1-3/16

USPStock No.

SteelGauge

Roof

1-3/16

1-1/2

18 1-9/16 8-1/4 1-1/2

16 1-9/16

1-1/2 15/16

20 1-9/16

6-1/8 1-1/2

JL210IF-TZ LUC210Z

SUH210 U210

20

18

20

16d 10d x 1-1/2

16d 10d x 1-1/2

16d 10d x 1-1/2

16d 10d x 1-1/2

16d 10d x 1-1/2

16d 10d x 1-1/2

16d 10d x 1-1/2

16d 10d x 1-1/2





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Floor Uplift1

Joist Size Ref. No. W H D A Qty Nail Qty Nail 100% 115% 125% 160% JUS24-2 LUS24-2 18 3-1/8 3-7/16 2 1 -- 4 16d 2 16d 805 920 965 325

6 10d 2 10d 750 840 910 3806 16d 2 10d 880 1000 1080 380

HD24-2 HU24-2 14 3-1/8 3-1/2 2-1/2 1-1/8 -- 4 16d 2 10d 615 695 745 385 HUS24-2 -- 14 3-1/8 3-7/16 2 1 -- 4 16d 2 16d 850 965 1040 495 HUS24-2IF -- 14 3-1/8 3-7/16 2 1 -- 4 16d 2 16d 850 965 1040 495 JUS26-2 LUS26-2 18 3-1/8 5-1/4 2 1 -- 4 16d 4 16d 1040 1185 1220 1355

10 10d 4 10d 1250 1405 1515 75510 16d 4 10d 1470 1670 1800 755

HD24-2 HU24-2 14 3-1/8 3-1/2 2-1/2 1-1/8 -- 4 16d 2 10d 615 695 745 385 HUS26-2 HUS26-2 14 3-1/8 5-1/4 2 1 -- 4 16d 4 16d 1085 1235 1300 1155 HUS26-2IF HUSC26-2 14 3-1/8 5-1/4 2 1 -- 4 16d 4 16d 1085 1235 1300 1155

Min 8 4 1230 1390 1490 780Max 12 6 1850 2085 2235 1170Min 8 4 1230 1390 1490 780Max 12 6 1850 2085 2235 1170

JUS26-2 LUS26-2 18 3-1/8 5-1/4 2 1 -- 4 16d 4 16d 1040 1185 1220 1355 JUS28-2 LUS28-2 18 3-1/8 7-1/8 2 1 -- 6 16d 4 16d 1325 1510 1645 1355

10 10d 4 10d 1250 1405 1515 75510 16d 4 10d 1470 1670 1800 75512 10d 4 10d 1500 1685 1815 75512 16d 4 10d 1765 1915 1915 755

HUS26-2 HUS26-2 14 3-1/8 5-1/4 2 1 -- 4 16d 4 16d 1085 1235 1300 1155 HUS26-2IF HUSC26-2 14 3-1/8 5-1/4 2 1 -- 4 16d 4 16d 1085 1235 1300 1155 HUS28-2 HUS28-2 14 3-1/8 7-1/8 2 1 -- 6 16d 6 16d 1625 1850 1995 1810 HUS28-2IF HUSC28-2 14 3-1/8 7-1/8 2 1 -- 6 16d 6 16d 1625 1850 1995 1810

Min 8 4 1230 1390 1490 780Max 12 6 1850 2085 2235 1170Min 8 4 1230 1390 1490 780Max 12 6 1850 2085 2235 1170Min 10 4 1540 1735 1865 780Max 14 6 2155 2430 2610 1170Min 10 4 1540 1735 1865 780Max 14 6 2155 2430 2610 1170


12 10d 4 10d 1500 1685 1815 75512 16d 4 10d 1765 1915 1915 755

-- 16 10d 6 10d 2000 2245 2420 113516 16d 6 10d 2350 2670 2880 1135

HUS28-2 HUS28-2 14 3-1/8 7-1/8 2 1 -- 6 16d 6 16d 1625 1850 1995 1810 HUS28-2IF HUSC28-2 14 3-1/8 7-1/8 2 1 -- 6 16d 6 16d 1625 1850 1995 1810

Min 10 4 1540 1735 1865 780Max 14 6 2155 2430 2610 1170Min 10 4 1540 1735 1865 780Max 14 6 2155 2430 2610 1170


Min 14 6 2155 2430 2610 1170Max 20 10 3080 3475 3725 1950Min 14 6 2155 2430 2610 1170Max 20 10 3080 3475 3725 1950

HDQ210-2IF HUCQ210-2 14 3-1/4 9 3 1-1/2 -- 12 WS3 6 WS3 5015 5590 5590 2975 31, R1, F32

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) 16d sinkers (0.148 dia. x 3-1/4" long) may be used at 0.84 of the table load where 16d commons are specified. This does not apply to JUS, HUS, MUS slant nail hangers. 3) For JUS and HUS hangers: Nails must be driven at a 30° to 45˚ angle through the joist or truss into the header to achieve the table loads. 4) WS3 Wood Screws are 1/4" x 3" long and are included with HDQ hangers. 5) NAILS: 10d nails are 0.148" dia. x 3" long, 16d are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

(2) 2 x 6

HU26-2

HUC26-2

SUH26-2

(2) 2 x 4 SUH24-2 U24-2 1-1/816 3-1/8 3-1/8 2 --

1-1/8 U26-2 16 3-1/8 5-1/16 2

5, R5, F2

16d

16d

10d

10d

--

14 3-1/8 5-1/4

3-1/8 9 2-1/2

2-1/2 1-1/8

14 3-1/8 5-1/4 2-1/2 --

1-1/8

2-1/2 1-1/8

3-1/8 6-1/4 2

3-1/8 5-1/4 2-1/2 --

3-1/8 7-1/8 2-1/2 --

(2) 2 x 8

14

(2) 2 x 10

SUH28-2 --

SUH210-2 U210-2

HD28-2 HU28-2

HD210-2IF HUC210-2

HD210-2 HU210-2

16

16

14

14

USPStock No.

SteelGauge

SUH26-2 U26-2

SUH28-2 --

HU28-2

14

14

16

HD26-2 HU26-2

HD28-2

16

HUC26-2 14

HD26-2

HD26-2IF

CodeRef.Co

rros

ion

Fini

sh

Dimensions (in)DF/SP

Allowable Loads (Lbs.)3Fastener Schedule2,4,5

Min/Max

Joist

Roof

16d 10d

Header

--

--1-1/8

3-1/8 5-1/16 2

3-1/8 26-1/4

1-1/8

3-1/8 5-1/4 2-1/2

16d 10d HD26-2IF

16d 10d

16d 10d

16d 10d

16d 10d

1-1/8

1-1/8

3-1/8 7-1/8

--

1-1/8

--

14 3-1/8 9 2-1/2 1-1/8

3-1/8

16d 10d HD28-2IF HUC28-2

HD28-2IF HUC28-2 14 3-1/8 7-1/8 2-1/2 -- 16d 10d

8-9/16 2

3-1/8 7-1/8 2-1/2





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Floor Uplift1


16 10d 6 10d 2000 2245 2420 113516 16d 6 10d 2350 2670 2880 1135


Min 14 6 2155 2430 2610 1170Max 20 10 3080 3475 3725 1950Min 14 6 2155 2430 2610 1170Max 20 10 3080 3475 3725 1950

HUS212-2 HUS212-2 14 3-1/8 11-1/8 2 1 -- 10 16d 10 16d 2710 3080 3325 3060 HUS212-2IF HUSC212-2 14 3-1/8 11-1/8 2 -- -- 10 16d 10 16d 2710 3080 3325 3060

Min 16 8 2465 2780 2980 1425Max 24 12 3695 4170 4470 2340Min 16 8 2465 2780 2980 1425Max 24 12 3695 4170 4470 2340

HDQ210-2IF HUCQ210-2 14 3-1/4 9 3 1-1/2 -- 12 WS3 6 WS3 5015 5590 5590 2975 31, R1, F32 JUS210-2 LUS210-2 18 3-1/8 9-1/8 2 1 -- 8 16d 6 16d 1845 2105 2290 1980 JUS214-2 LUS214-2 18 3-1/8 13-1/8 2 1 -- 12 16d 6 16d 2420 2755 2995 1980

16 10d 6 10d 2000 2245 2420 113516 16d 6 10d 2350 2670 2880 1135

Min 14 6 2155 2430 2610 1170Max 20 10 3080 3475 3725 1950Min 14 6 2155 2430 2610 1170Max 20 10 3080 3475 3725 1950

HUS210-2 HUS210-2 14 3-1/8 9-1/8 2 1 -- 8 16d 8 16d 2170 2465 2660 2210 HUS210-2IF HUSC210-2 14 3-1/8 9-1/8 2 1 -- 8 16d 8 16d 2170 2465 2660 2210 HUS212-2 HUS212-2 14 3-1/8 11-1/8 2 1 -- 10 16d 10 16d 2710 3080 3325 3060 HUS212-2IF HUSC212-2 14 3-1/8 11-1/8 2 1 10 16d 10 16d 2710 3080 3325 3060

Min 16 8 2465 2780 2980 1425Max 24 12 3695 4170 4470 2340Min 16 8 2465 2780 2980 1425Max 24 12 3695 4170 4470 2340Min 18 8 2770 3125 3355 1560Max 26 12 4005 4515 4845 2340

HDQ210-2IF HUCQ210-2 14 3-1/4 9 3 1-1/2 -- 12 WS3 6 WS3 5015 5590 5590 2975 31, R1, F32 JUS214-2 LUS214-2 18 3-1/8 13-1/8 2 1 -- 12 16d 6 16d 2420 2755 2995 1980


6 10d 2 10d x 1-1/2 750 840 910 3806 16d 2 10d x 1-1/2 880 1000 1080 380

Min 2 615 695 745 365Max 4 615 695 745 595Min 2 615 695 745 365Max 4 615 695 745 595

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) 16d sinkers (0.148 dia. x 3-1/4" long) may be used at 0.84 of the table load where 16d commons are specified. This does not apply to JUS, HUS, MUS slant nail hangers. 3) WS15 is 1/4" x 1-1/2" long wood screw, WS3 is 1/4" x 3" long wood screw and are included with HDQ hangers. 4) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

5, R5, F2

(2) 2 x 12

SUH210-2 U210-2 16

16d 10d

16d 10d

16d 10d

16d 10d

--

HD210-2 HU210-2 14 3-1/8 9 2-1/2 1-1/8 5,R5, F2

1-1/83-1/8 2

2-1/2 -- HD212-2IF HUC212-2 14 3-1/8 11

2-1/2 --

HD212-2 HU212-2 14 3-1/8 11 2-1/2 1-1/8

HD210-2IF HUC210-2 14 3-1/8 9

(2) 2 x 14

SUH210-2 U210-2 1-1/816 3-1/8 8-9/16 2

2-1/2 --

HD212-2 HU212-2 14 3-1/8 11 2-1/2 1-1/8

HD210-2IF HUC210-2 14 3-1/8 9

HU214-2 13

HD210-2 HU210-2 14 3-1/8 9 2-1/2 1-1/8

5, R5, F2

16d 10d

16d 10d

16d 10d

16d 10d

16d 10d

HD214-2

2-1/2 --

14 3-1/8

HD212-2IF HUC212-2 14 3-1/8 11

1-1/8

--

14 3-1/8 14 2-1/2 1-1/8

14 3-1/8 13 2-1/2 1-1/8

14 3-1/8 11 2-1/2 -- (2) 2 x 16

3 x 4

HD212-2 HU212-2

HD212-2IF HUC212-2

HD214-2 HU214-2

HD216-2 HU216-2

SUH34

HD34 HU34

HD34IF HUC34

U34 16

14

14

2-9/16

2-9/16

3

2-1/2

CodeRef.

USPStock No.

SteelGauge

1-1/8

2-1/2

3

16d

16d

4 10d x 1-1/2

4 10d x 1-1/2

14 3-1/8 11 2-1/2 1-1/8


Allowable Loads (Lbs.)

Corr

osio

nFi

nish

Header Joist

Roof

Fastener Schedule2,3,4

Min/Max

--

16d 10d

16d 10d

16d 10d

16d 10d

2-9/16 3-3/8 2

2-1/2 1-1/8

--

8-9/16



Corrosion Finish Stainless Steel Gold Coat HDG Triple Zinc Continued on next page

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Floor Uplift1

Joist Size Ref. No. W H D A Qty Nail Qty Nail 100% 115% 125% 160% JUS36 LUS36 18 2-9/16 5-1/4 2 1 -- 4 16d 4 16d 1040 1185 1220 1355

10 10d 4 10d x 1-1/2 1250 1405 1515 75510 16d 4 10d x 1-1/2 1470 1670 1800 755

Min 4 1230 1390 1490 780Max 6 1230 1390 1490 825Min 4 1230 1390 1490 780Max 6 1230 1390 1490 825

JUS38 -- 18 2-9/16 6-3/4 2 1 -- 6 16d 4 16d 1325 1510 1645 135510 10d 4 10d x 1-1/2 1250 1405 1515 75510 16d 4 10d x 1-1/2 1470 1670 1800 755

Min 10 4 1540 1735 1865 780Max 14 6 2155 2430 2610 1170Min 10 4 1540 1735 1865 780Max 14 6 2155 2430 2610 1170

JUS310 LUS310 18 2-9/16 9-1/8 2 1 -- 8 16d 6 16d 1845 2105 2290 198016 10d 6 10d x 1-1/2 2000 2245 2420 113516 16d 6 10d x 1-1/2 2350 2670 2880 1135


HDQ310IF HUCQ310 14 2-9/16 9 3 1-3/16 -- 8 WS3 4 WS15 3340 3605 3605 1110 31, F32, R116 10d 6 10d x 1-1/2 2000 2245 2420 113516 16d 6 10d x 1-1/2 2350 2670 2880 1135

Min 10 4 1540 1735 1865 780Max 14 6 2155 2430 2610 1170Min 10 4 1540 1735 1865 780Max 14 6 2155 2430 2610 1170

HDQ310IF HUCQ310 14 2-9/16 9 3 1-3/16 -- 8 WS3 4 WS15 3340 3605 3605 1110 31, F32, R1Min 14 6 2155 2430 2610 1170Max 20 10 3080 3475 3725 1625Min 14 6 2155 2430 2610 1170Max 20 10 3080 3475 3725 1625

18 10d 6 10d x 1-1/2 2250 2525 2725 113518 16d 6 10d x 1-1/2 2645 3000 3010 1135

HDQ310IF HUCQ310 14 2-9/16 9 3 1-3/16 -- 8 WS3 4 WS15 3340 3605 3605 1110 31, F32, R1Min 14 6 2155 2430 2610 1170Max 20 10 3080 3475 3725 1625Min 14 6 2155 2430 2610 1170Max 20 10 3080 3475 3725 1625Min 16 8 2465 2780 2980 1280Max 24 12 3695 4170 4435 2045Min 16 8 2465 2780 2980 1280Max 24 12 3695 4170 4435 2045

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) 16d sinkers (0.148 dia. x 3-1/4" long) may be used at 0.84 of the table load where 16d commons are specified. This does not apply to JUS, HUS, MUS slant nail hangers. 3) WS15 is 1/4" x 1-1/2" long wood screw, WS3 is 1/4" x 3" long wood screw and are included with HDQ hangers. 4) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

5, R5,F2

5, R5, F2

10d x 1-1/2

16d 10d x 1-1/2

HD314IF HUC314 14 2-9/16 11-5/16 2-1/2 -- 16d

-- 16d 10d x 1-1/2

HD314 HU314 14 2-9/16 11-5/16 2-1/2 1-1/8

1-1/8

3 x 12

16d 10d x 1-1/2

HD312IF HUC312 14 2-9/16 9-5/16 2-1/2

HD312 HU312 14 2-9/16 9-5/16 2-1/2

3 x 14

SUH314 U314 16 2-9/16 10-9/16 2 1-1/8 --

5, R5,F2

HD312IF HUC312 14 2-9/16 9-5/16 2-1/2 -- 16d 10d x 1-1/2

-- 16d 10d x 1-1/2

HD312 HU312 14 2-9/16 9-5/16 2-1/2 1-1/8 16d 10d x 1-1/2

2 1-1/8 --5,

R5,F2

HD310 HU310 14 2-9/16 7-7/16 2-1/2

SUH310 U310 16 2-9/16 8-7/8

1-1/8 16d 10d x 1-1/2

HD310IF HUC310 14 2-9/16 7-7/16 2-1/2

16d 10d x 1-1/2

HD310IF HUC310 14 2-9/16 7-7/16 2-1/2 -- 16d 10d x 1-1/2

16d 10d x 1-1/2

HD38IF HUC38 14 2-9/16 6-3/4 2 --

HD38 HU38 14 2-9/16 6-3/4 2

16d 10d x 1-1/2 3 x 10

SUH310 U310 16 2-9/16 8-7/8 2 1-1/8 --

1-1/8

HD310 HU310 14 2-9/16 7-7/16 2-1/2 1-1/8

10d x 1-1/2

HD38IF HUC38 14 2-9/16 6-11/16 2-1/2 -- 16d 10d x 1-1/2

--

HD38 HU38 14 2-9/16 6-11/16 2-1/2 1-1/8 16d 3 x 8

SUH36 U36 16 2-9/16 5-5/16 2

3 x 6

1-1/8

8 16d 10d x 1-1/2

HD36IF HUC36 14 2-9/16 4-3/4 2-1/2 -- 8 16d 10d x 1-1/2

1-1/8 --

HD36 HU36 14 2-9/16 4-3/4 2-1/2 1-1/8

SUH36 U36 16 2-9/16 5-5/16 2

USPStock No.

SteelGauge

Min/Max

Roof CodeRef.

Dimensions (in)Fastener Schedule2,3,4 DF/SP


Corr

osio

nFi

nish

Header Joist



Corrosion Finish Stainless Steel Gold Coat HDG Triple Zinc Continued on next page

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Joist Size Ref. No. W H D A Qty Nail Qty Nail 100% 115% 125% 160%18 10d 6 10d x 1-1/2 2250 2525 2725 113518 16d 6 10d x 1-1/2 2645 3000 3010 1135


Min 10 4 1540 1735 1865 780

Max 14 6 2155 2430 2610 1170


JUS26-3 LUS26-3 18 4-5/8 4-1/2 2 1 -- 4 16d 4 16d 1040 1185 1220 13558 10d 2 10d 1000 1120 1165 3808 16d 2 10d 1165 1165 1165 380

Min 8 4 1230 1390 1490 780Max 12 6 1850 2085 2235 1170Min 8 4 1230 1390 1490 780Max 12 6 1850 2085 2235 1170


8 10d 2 10d 1000 1120 1165 3808 16d 2 10d 1165 1165 1165 380



14 10d 6 10d 1750 1965 2120 113514 16d 6 10d 2060 2335 2520 1135


HDQ210-3IF HUCQ210-3 14 4-5/8 9 3 1-1/2 -- 12 WS3 6 WS3 5015 5590 5590 2975 31, R1, F32

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) 16d sinkers (0.148 dia. x 3-1/4" long) may be used at 0.84 of the table load where 16d commons are specified. This does not apply to JUS, HUS, MUS slant nail hangers. 3) WS3 Wood Screws are 1/4" x 3" long and are included with HDQ hangers. 4) NAILS: 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

5,R5, F2

3 x 16

SUH314 U314 16 2-9/16 10-9/16 2 1-1/8 --

1-1/8 16d 10d x 1-1/2

HD314IF HUC314 14 2-9/16 11-5/16 2-1/2 --

HD314 HU314 14 2-9/16 11-5/16 2-1/2

16d 10d x 1-1/2

HD316 HU316 14 2-9/16 13-5/16 2-1/2 1-1/8 16d 10d x 1-1/2

HD316IF HUC316 14 2-9/16 13-5/16 2-1/2 -- 16d 10d x 1-1/2

2-1/2 --

HD210-3 HU210-3 14 4-5/8 8-1/4 2-1/2 1-1/8

HD210-3IF HUC210-3 14 4-5/8 8-1/4

2-1/2 --

HD28-3 -- 14 4-5/8 6-3/8 2-1/2 1-1/8

HD28-3IF -- 14 4-5/8 6-3/8

2-1/2 --

HD28-3 -- 14 4-5/8 6-3/8 2-1/2 1-1/8

HD26-3IF HUC26-3 14 4-5/8 4-1/2

4-1/2 2-1/2 1-1/8

HD26-3IF HUC26-3 14 4-5/8

4-1/2

4-1/2

SUH26-3 U26-3 16 4-5/8

14 4-5/8

2-1/2

4-5/8 SUH26-3 U26-3 16

1-1/8

--

--

HD38-2 HU38-2 14 5-1/8 6-1/8 2-1/2 1-1/8

HD38-2 HU38-2 14 5-1/8 6-1/8

5-1/4 2 1

2-1/2 1-1/8

8

10

2-1/2 1-1/8

HD310-2 HU310-2

2-1/2

2-1/2

1-1/8

(2) 3 x 8

(2) 3 x 10

(2) 3 x 12

(2) 3 x 14

(3) 2 x 6

(3) 2 x 8

14 5-1/8 2-1/2 1-1/8

HD312-2 HU312-2 14 5-1/8

HD312-2 HU312-2 14 5-1/8 10

HD26-3 HU26-3

--

(3) 2 x 10

SUH210-3 U210-3 16 4-5/8

HD28-3IF -- 14 4-5/8

8-3/8 2 1 --

6-3/8 2-1/2 --

5-1/4 2 1

HD26-3 HU26-3 14 4-5/8

USPStock No.

SteelGauge

Roof CodeRef.Co

rros

ion

Fini

sh

Header JoistDF/SP

Allowable Loads (Lbs.)Dimensions (in)


Min/Max

16d 10d

16d 10d

16d 10d

16d 10d

16d 10d

16d 10d

16d 10d

16d 10d

16d 10d

16d 10d

16d 10d

16d 10d

16d 10d

16d 10d

16d 10dCorrosion Finish Stainless Steel Gold Coat HDG Triple Zinc




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Floor Uplift1


14 10d 6 10d 1750 1965 2120 113514 16d 6 10d 2060 2335 2520 1135

Min 14 6 2155 2430 2610 1170Max 20 10 3080 3475 3725 1950Min 14 6 2155 2430 2610 1170Max 20 10 3080 3475 3725 1950

HDQ210-3IF HUCQ210-3 14 4-5/8 9 3 1-1/2 -- 12 WS3 6 WS3 5015 5590 5590 2975 31, R1, F32Min 16 8 2465 2780 2980 1425Max 24 12 3695 4170 4470 2340Min 16 8 2465 2780 2980 1425Max 24 12 3695 4170 4470 2340

JUS210-3 LUS210-3 18 4-5/8 8-3/8 2 1 -- 8 16d 6 16d 1845 2105 2290 198014 10d 6 10d 1750 1965 2120 113514 16d 6 10d 2060 2335 2520 1135

HDQ210-3IF HUCQ210-3 14 4-5/8 9 3 1-1/2 -- 12 WS3 6 WS3 5015 5590 5590 2975 31, R1, F32Min 16 8 2465 2780 2980 1425Max 24 12 3695 4170 4470 2340Min 16 8 2465 2780 2980 1425Max 24 12 3695 4170 4470 2340Min 18 8 2770 3125 3355 1560Max 26 12 4005 4515 4845 2340Min 16 8 2465 2780 2980 1425Max 24 12 3695 4170 4470 2340Min 16 8 2465 2780 2980 1425Max 24 12 3695 4170 4470 2340Min 18 8 2770 3125 3355 1560Max 26 12 4005 4515 4845 2340Min 22 10 3080 3475 3725 1950Max 30 14 4310 4860 5035 2735Min 10 4 1540 1735 1865 920Max 14 6 2155 2430 2610 1380Min 14 6 2155 2430 2610 1380Max 18 8 2770 3125 3355 1845Min 14 6 2155 2430 2610 1380Max 18 8 2770 3125 3355 1845Min 14 6 2155 2430 2610 1380Max 18 8 2770 3125 3355 1845

JUS44 LUS44 18 3-5/8 3-1/4 2 1 -- 4 16d 2 16d 805 920 965 3256 10d 2 10d 750 840 910 3806 16d 2 10d 880 1000 1080 380

HD44 HU44 14 3-9/16 3-5/16 2-1/2 1-1/8 -- 4 16d 2 10d 615 695 745 390 HD44IF HUC44 14 3-9/16 3-5/16 2-1/2 -- -- 4 16d 2 10d 615 695 745 390


5, R5,F2

16d

4 x 4--3-9/16 2-7/8 2 1-1/816 SUH44 U44

16d

(4) 2 x 14 HD210-4 HU210-4 14 6-1/8 9-1/4 2-1/2 2 16d

16d

(4) 2 x 12 HD210-4

(3) 2 x 16

HU210-4 14 6-1/8 9-1/4 2-1/2 2 16d

16d

(4) 2 x 10 HD210-4 HU210-4 14 6-1/8 9-1/4 2-1/2 2 16d

(4) 2 x 8 HD28-4 HU28-4 14 6-1/8 7 2-1/2 1-3/4 16d

HD216-3 HU216-3 14 4-5/8 13-1/4 2-1/2 1-1/8 16d 10d

HD214-3 HU214-3 14 4-5/8 12-1/4 2-1/2 1-1/8 16d 10d

16d 10d

2-1/2 1-1/8 16d 10d

HD212-3IF HUC212-3 14 4-5/8 10-1/4 2-1/2

HD212-3 HU212-3 14 4-5/8 10-1/4

-- 16d 10d

16d 10d

HD212-3IF HUC212-3 14 4-5/8 10-1/4 2-1/2 -- 16d 10d

(3) 2 x 14

SUH210-3 U210-3 16 4-5/8 8-3/8 2 1

(3) 2 x 12

HD212-3 HU212-3 14 4-5/8 10-1/4 2-1/2 1-1/8

HD214-3 HU214-3 14 4-5/8 12-1/4 2-1/2 1-1/8

--

5,R5, F2

HD212-3IF HUC212-3 14 4-5/8 10-1/4 2-1/2 -- 10d

--

16d

16d 10d

HD212-3 HU212-3 14 4-5/8 10-1/4 2-1/2 1-1/8 16d 10d

5,R5, F2

SUH210-3 U210-3 16 4-5/8 8-3/8 2 1 --

HD210-3 HU210-3 14 4-5/8 8-1/4 2-1/2 1-1/8 16d 10d

HD210-3IF HUC210-3 14 4-5/8 8-1/4 2-1/2

USPStock No.

SteelGauge

Min/Max

Roof CodeRef.



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Header Joist





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Floor Uplift1

Joist Size Ref. No. W H D A Qty Nail Qty Nail 100% 115% 125% 160% JUS46 LUS46 18 3-5/8 5 2 1 -- 4 16d 4 16d 1040 1185 1220 1355

10 10d 4 10d 1250 1405 1515 75510 16d 4 10d 1470 1670 1800 755

HUS46 HUS46 14 3-5/8 5 2 1 -- 4 16d 4 16d 1085 1235 1300 1155 HUS46IF HUSC46 14 3-5/8 5 2 1 -- 4 16d 4 16d 1085 1235 1300 1155

Min 8 4 1230 1390 1490 780Max 12 6 1850 2085 2235 1170Min 8 4 1230 1390 1490 780Max 12 6 1850 2085 2235 1170

JUS46 LUS46 18 3-5/8 5 2 1 -- 4 16d 4 16d 1040 1185 1220 1355 JUS48 LUS48 18 3-5/8 6-7/8 2 1 -- 6 16d 4 16d 1325 1510 1645 1355

10 10d 4 10d 1250 1405 1515 75510 16d 4 10d 1470 1670 1800 755

HUS46 HUS46 14 3-5/8 5 2 1 -- 4 16d 4 16d 1085 1235 1300 1155 HUS46IF HUSC46 14 3-5/8 5 2 1 -- 4 16d 4 16d 1085 1235 1300 1155 HUS48 HUS48 14 3-5/8 7 2 1 -- 6 16d 6 16d 1625 1850 1995 1810 HUS48IF HUSC48 14 3-5/8 7 2 1 -- 6 16d 6 16d 1625 1850 1995 1810


JUS48 LUS48 18 3-5/8 6-7/8 2 1 -- 6 16d 4 16d 1325 1510 1645 1355 JUS410 LUS410 18 3-5/8 8-7/8 2 1 -- 8 16d 6 16d 1845 2105 2290 1980

16 10d 6 10d 2000 2245 2420 113516 16d 6 10d 2350 2670 2880 1135

HUS48 HUS48 14 3-5/8 7 2 1 -- 6 16d 6 16d 1625 1850 1995 1810 HUS48IF HUSC48 14 3-5/8 7 2 1 -- 6 16d 6 16d 1625 1850 1995 1810

Min 10 4 1540 1735 1865 780Max 14 6 2155 2430 2610 1170Min 10 4 1540 1735 1865 780Max 14 6 2155 2430 2610 1170

HUS410 HUS410 14 3-5/8 8-7/8 2 1 -- 8 16d 8 16d 2170 2465 2660 2210 HUS410IF HUSC410 14 3-5/8 8-7/8 2 1 -- 8 16d 8 16d 2170 2465 2660 2210

Min 14 6 2155 2430 2610 1170Max 20 10 3080 3475 3725 1950Min 14 6 2155 2430 2610 1170Max 20 10 3080 3475 3725 1950

HDQ410IF HUCQ410 14 3-9/16 9 3 1-1/2 -- 12 WS3 6 WS3 5015 5590 5590 2975 31, R1, F32


16d 10d

16d 10d

16d 10d

16d 10d

16d 10d

16d 10d

16d 10d

10d16d

16d 10d

CodeRef.Co

rros

ion

Fini

sh

3-9/16 8-3/8 2 1-1/8

3-9/16 4-13/16 2 1-1/8

Roof

Header JoistDF/SP

Allowable Loads (Lbs.)Fastener Schedule2,3,4

Min/Max

5-1/16 2-1/2 --

5-1/16 2-1/2 1-1/8

16d 10d

HD48 HU48

HD46IF HUC46 14 3-9/16

HD48IF HUC48

Dimensions (in)

USPStock No.

SteelGauge

16 SUH410 U410

16

16

14

U46 SUH46

HD46 HU46

SUH46 U46

--

4 x 6

4 x 8

--

--

--

3-9/16 4-13/16 2 1-1/8

3-9/16 5-1/16 2-1/2 1-1/8

HD46IF HUC46 14 3-9/16

4 x 10

HD46 HU46 14 3-9/16

HD48 HU48

14 3-9/16 6-15/16 2-1/2 1-1/8

6-15/16 2-1/2 1-1/8

14 3-9/16 6-15/16 2-1/2 --

14 3-9/16

5, R5,F2

--

8-13/16

8-13/16

2-1/2

HD410IF HUC410 14 3-9/16 2-1/2

2-1/2 --

HD410 HU410 14 3-9/16 1-1/8

HD48IF HUC48 14 3-9/16 6-15/16

5-1/16 2-1/2




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Floor Uplift1

Joist Size Ref. No. W H D A Qty Nail Qty Nail 100% 115% 125% 160% JUS410 LUS410 18 3-5/8 8-7/8 2 1 -- 8 16d 6 16d 1845 2105 2290 1980

16 10d 6 10d 2000 2245 2420 113516 16d 6 10d 2350 2670 2880 1135

HUS410 HUS410 14 3-5/8 8-7/8 2 1 -- 8 16d 8 16d 2170 2465 2660 2210 HUS410IF HUSC410 14 3-5/8 8-7/8 2 1 -- 8 16d 8 16d 2170 2465 2660 2210

Min 14 6 2155 2430 2610 1170Max 20 10 3080 3475 3725 1950Min 14 6 2155 2430 2610 1170Max 20 10 3080 3475 3725 1950

HDQ410IF HUCQ410 14 3-9/16 9 3 1-1/2 -- 12 WS3 6 WS3 5015 5590 5590 2975 31, R1, F32 HUS412 HUS412 14 3-5/8 10-7/8 2 1 -- 10 16d 10 16d 2710 3080 3325 3060 HUS412IF HUSC412 14 3-5/8 10-7/8 2 1 -- 10 16d 10 16d 2710 3080 3325 3060

Min 16 8 2465 2780 2980 1425Max 24 12 3695 4170 4470 2340Min 16 8 2465 2780 2980 1425Max 24 12 3695 4170 4470 2340

HDQ412IF HUCQ412 14 3-9/16 11 3 1-1/2 -- 14 WS3 6 WS3 5605 5605 5605 3280 31, R1, F32 JUS414 LUS414 18 3-5/8 12-7/8 2 1 -- 12 16d 6 16d 2420 2755 2995 1980

18 10d 6 10d 2250 2525 2725 113518 16d 6 10d 2645 3000 3010 1135

Min 14 6 2155 2430 2610 1170Max 20 10 3080 3475 3725 1950Min 14 6 2155 2430 2610 1170Max 20 10 3080 3475 3725 1950

HDQ410IF HUCQ410 14 3-9/16 9 3 1-1/2 -- 12 WS3 6 WS3 5015 5590 5590 2975 31, R1, F32 HUS412 HUS412 14 3-5/8 10-7/8 2 1 -- 10 16d 10 16d 2710 3080 3325 3060 HUS412IF HUSC412 14 3-5/8 10-7/8 2 1 -- 10 16d 10 16d 2710 3080 3325 3060 HDQ412IF HUCQ412 14 3-9/16 11 3 1-1/2 -- 14 WS3 6 WS3 5605 5605 5605 3280 31, R1, F32


JUS414 LUS414 18 3-5/8 12-7/8 2 1 -- 12 16d 6 16d 2420 2755 2995 198018 10d 6 10d 2250 2525 2725 113518 16d 6 10d 2645 3000 3010 1135

Min 16 8 2465 2780 2980 1425Max 24 12 3695 4170 4470 2340Min 16 8 2465 2780 2980 1425Max 24 12 3695 4170 4470 2340

HDQ412IF HUCQ412 14 3-9/16 11 3 1-1/2 -- 14 WS3 6 WS3 5605 5605 5605 3280 31, R1, F32Min 18 8 2770 3125 3355 1560Max 26 12 4005 4515 4845 2340Min 18 8 2770 3125 3355 1560Max 26 12 4005 4515 4845 2340Min 22 10 3390 3820 4100 1950Max 30 14 4620 5195 5195 2275Min 22 10 3390 3820 4100 1950Max 30 14 4620 5195 5195 2275


3-9/16 14-13/16

HD414IF HUC414 14 3-9/16 12-13/16 5, R5,F2

5, R5,F2

16d 10d

16d 10d

16d 10d

16d 10d

10d16d

4 x 16

HD412IF

2-1/2 1-1/8 HD414

2-1/2 --

2-1/2 1-1/8

2-1/2

2-1/2 --

HD416 HU416 14 3-9/16 14-13/16

HU414 14 3-9/16 12-13/16

HD416IF HUC416 14

--

--

16d 10d

HD414 HU414 14 3-9/16 12-13/16 10d

1-1/8 16d 10d

HUC412 14 3-9/16 10-13/16

2-1/2 1-1/8

--

10-13/16 2-1/2 --

1-1/8

12-13/16 2-1/2

5, R5,F2

--

HD412 HU412 14 3-9/16 10-13/16

--

16d 10d

16d 10d

16d 10d

16d 10d

16d

3-9/16

3-9/16 8-13/16 2-1/2 1-1/8

3-9/16 8-13/16

5, R5,F2

1-1/810-1/16 2

HD410 HU410 14

HD410IF HUC410 14

4 x 14

HD412IF HUC412 14 3-9/16

HD414IF HUC414 14 3-9/16

SUH414

5, R5, F2

HD412 HU412 14 3-9/16 10-13/16 2-1/2 1-1/8 16d 10d

HD412IF HUC412 14 3-9/16 10-13/16 2-1/2 -- 16d 10d

16d 10d

HD410IF HUC410 14 3-9/16 8-13/16 2-1/2 -- 16d 10d

2 1-1/8 --

HD410 HU410 14 3-9/16 8-13/16 2-1/2 1-1/8

4 x 12

5, R5,F2

SUH410 U410 16 3-9/16 8-3/8

HD412 HU412 14 3-9/16 10-13/16 2-1/2

SUH414 U414 16 3-9/16 10-1/16 2 1-1/8

2-1/2

2-1/2

U414 16

USPStock No.

SteelGauge

Min/Max

Roof CodeRef.



Corr

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Floor Uplift1

Joist Size Ref. No. W H D A Qty Nail Qty Nail 100% 115% 125% 160%Min 18 8 2770 3125 3355 1560Max 26 12 4005 4515 4845 2340Min 18 8 2770 3125 3355 1560Max 26 12 4005 4515 4845 2340Min 22 10 3390 3820 4100 1950Max 30 14 4620 5195 5195 2275Min 22 10 3390 3820 4100 1950Max 30 14 4620 5195 5195 2275

HD418 -- 14 3-9/16 16-1/2 2-1/2 1-1/4 -- 28 16d 8 10d 4310 4860 5000 15608 10d 4 10d 1000 1120 1210 7558 16d 4 10d 1175 1335 1440 755

Min 8 4 1230 1390 1490 920Max 12 6 1850 2085 2235 1380Min 8 4 1230 1390 1490 920Max 12 6 1850 2085 2235 1380

8 10d 4 10d 1000 1120 1210 7558 16d 4 10d 1175 1335 1440 755


14 10d 6 10d 1750 1965 2120 113514 16d 6 10d 2060 2335 2520 1135


HDQ610IF HUCQ610 14 5-1/2 9 3 1-1/8 -- 12 WS3 6 WS3 5015 5590 5590 2975 31, R1, F3214 10d 6 10d 1750 1965 2120 113514 16d 6 10d 2060 2335 2520 1135

Min 14 6 2155 2430 2610 1380Max 20 10 3080 3475 3725 2305Min 14 6 2155 2430 2610 1380Max 20 10 3080 3475 3725 2305

HDQ610IF HUCQ610 14 5-1/2 9 3 1-1/2 -- 12 WS3 6 WS3 5015 5590 5590 2975 31, R1, F32Min 16 8 2465 2780 2980 1425Max 24 12 3695 4170 4470 2765Min 16 8 2465 2780 2980 1425Max 24 12 3695 4170 4470 2765

HDQ612IF HUCQ612 14 5-1/2 11 3 1-1/2 -- 14 WS3 6 WS3 5605 5605 5605 3280 31, R1, F32


4 x 18

5, R5,F2

6 x 12

SUH610 U610 16 5-1/2 9 2

1

6 x 10

SUH610 U610 16

2-1/2 --

HD610 HU610 14 5-1/2 7-13/16 2-1/2 1-1/8

HD68IF HUC68 14

5, R5, F2

15,

R5, F2

--

--

--

--

2-1/2 1-1/85-1/2

2-1/2 --

2-1/2 --

5-1/2 5-15/16

2-1/2 --

2-1/2 --

16d 16d 6 x 6

6 x 8

1

1

SUH66 U66 16 5-1/2 5

SUH66 U66 16 5-1/2 5

2

2

14 3-9/16

HD414IF HUC414 14 3-9/16

HD416 HU416 14 3-9/16

HD416IF HUC416

HD414 HU414 14

USPStock No.

SteelGauge

Roof CodeRef.

Min/Max


16d 10d

16d 10d--



Corr

osio

nFi

nish

Header Joist

14-13/16

12-13/16 2-1/2

14-13/16

3-9/16 12-13/16 2-1/2 1-1/8

2-1/2 1-1/8 16d 10d

16d 10d2-1/2 --

HD66 HU66 14 4-1/16

HD66IF HUC66 14 5-1/2 4-1/16

HD66 HU66 14 5-1/2 4-1/16 2-1/2 1-1/8

2-1/2 --

HD68 HU68 14 5-1/2 5-15/16 2-1/2 1-1/8

HD66IF HUC66 14 5-1/2 4-1/16

HD68 HU68 14 5-1/2 5-15/16 2-1/2 1-1/8

HD68IF HUC68 14 5-1/2 5-15/16

5-1/2 9 2

HD610 HU610 14 5-1/2 7-13/16 2-1/2 1-1/8

HD610IF HUC610 14 5-1/2 7-13/16

HD612IF HUC612 14 5-1/2 9-13/16

2-1/2 --

HD612 HU612 14 5-1/2 9-13/16 2-1/2 1-1/8

HD610IF HUC610 14 5-1/2 7-13/16

16d 16d

16d 16d

16d 16d

16d 16d

16d 16d

16d 16d

16d 16d

16d 16d

16d 16d

16d 16d

16d 16d

16d 16d

16d 16d




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Floor Uplift1

Joist Size Ref. No. W H D A Qty Nail Qty Nail 100% 115% 125% 160% HDQ610IF HUCQ610 14 5-1/2 9 3 1-1/2 -- 12 WS3 6 WS3 5015 5590 5590 2975 31, R1, F32

Min 16 8 2465 2780 2980 1425Max 24 12 3695 4170 4470 2765Min 16 8 2465 2780 2980 1425Max 24 12 3695 4170 4470 2765

HDQ612IF HUCQ612 14 5-1/2 11 3 1-1/2 -- 14 WS3 6 WS3 5605 5605 5605 3280 31, R1, F32Min 18 8 2770 3125 3355 1845Max 26 12 4005 4515 4845 2765Min 18 8 2770 3125 3355 1845Max 26 12 4005 4515 4845 2765Min 16 8 2465 2780 2980 1425Max 24 12 3695 4170 4470 2765Min 16 8 2465 2780 2980 1425Max 24 12 3695 4170 4470 2765

HDQ612IF HUCQ612 14 5-1/2 11 3 1-1/2 -- 14 WS3 6 WS3 5605 5605 5605 3280 31, R1, F32Min 18 8 2770 3125 3355 1845Max 26 12 4005 4515 4845 2765Min 18 8 2770 3125 3355 1845Max 26 12 4005 4515 4845 2765Min 22 10 3390 3820 4100 2305Max 30 14 4620 5195 5195 2795Min 22 10 3390 3820 4100 2305Max 30 14 4620 5195 5195 2795Min 18 8 2770 3125 3355 1845Max 26 12 4005 4515 4845 2765Min 18 8 2770 3125 3355 1845Max 26 12 4005 4515 4845 2765Min 22 10 3390 3820 4100 2305Max 30 14 4620 5195 5195 2795Min 22 10 3390 3820 4100 2305Max 30 14 4620 5195 5195 2795Min 8 4 1230 1390 1490 920Max 10 4 1540 1735 1865 920

HD86IF -- 14 7-1/2 5-1/8 2-1/2 1-1/2 -- 10 16d 4 16d 1410 1620 1740 900Min 10 4 1540 1735 1865 920Max 14 6 2155 2430 2610 1380Min 10 4 1540 1735 1865 920Max 14 6 2155 2430 2610 1380

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) 16d sinkers (0.148 dia. x 3-1/4" long) may be used at 0.84 of the table load where 16d commons are specified. This does not apply to JUS, HUS, MUS slant nail hangers. 3) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

16d 16d

16d 16d

16d 16d

16d 16d

16d 16d

CodeRef.

16d 16d

16d 16d

16d 16d

16d 16d 5, R5, F2

5, R5, F2

16d 16d

16d 16d

16d 16d

16d


Corr

osio

nFi

nish

Header Joist

Roof

16d 16d

6 x 18

8 x 6


Min/Max

HD612 HU612 14 5-1/2 9-13/16 2-1/2

HD612IF HUC612 14 5-1/2 9-13/16 2-1/2 --

HD614 HU614

16d 16d

14 5-1/2 11-13/16 2-1/2

Dimensions (in)

14 HD614IF HUC614 5-1/2 11-13/16 2-1/2 --

1-1/8

HD612IF HUC612 14 5-1/2 9-13/16 2-1/2 --

USPStock No.

SteelGauge

6 x 14

6 x 16 HD614 HU614 14 5-1/2 11-13/16 2-1/2 1-1/8

1-1/8

HD614IF HUC614 14 5-1/2 11-13/16 2-1/2 --

1-1/8

HD612 HU612 14 5-1/2 9-13/16 2-1/2

HD616 HU616 14 5-1/2 13-13/16 2-1/2 1-1/8

HD616IF HUC616 14 5-1/2 13-13/16 2-1/2 --

HD614 HU614 14 5-1/2 11-13/16 2-1/2 1-1/8

HD614IF HUC614 14 5-1/2 11-13/16 2-1/2 --

2-1/2 1-1/8

HD616IF HUC616 14 5-1/2 13-13/16 2-1/2 --

-- 14 7-1/2 4-15/16

HD616 HU616 14 5-1/2 13-13/16

8 x 8

5, R5, F2

16d--2-1/26-13/167-1/214 HUC88 HD88IF

16d16d1-1/22-1/26-13/167-1/214 HU88 HD88

16d

16d

2-1/2 1-1/2 HD86





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Floor Uplift1

Joist Size Ref. No. W H D A Qty Nail Qty Nail 100% 115% 125% 160%Min 14 16d 6 16d 2155 2430 2610 1380Max 18 16d 8 16d 2770 3125 3355 1845Min 14 16d 6 16d 2155 2430 2610 1380Max 18 16d 8 16d 2770 3125 3355 1845Min 16 16d 6 16d 2465 2780 2980 1380Max 22 16d 8 16d 3390 3820 4100 1845Min 16 16d 6 16d 2465 2780 2980 1380Max 22 16d 8 16d 3390 3820 4100 1845Min 18 16d 8 16d 2770 3125 3355 1845Max 24 16d 12 16d 3695 4170 4470 2765Min 18 16d 8 16d 2770 3125 3355 1845Max 24 16d 12 16d 3695 4170 4470 2765Min 20 16d 8 16d 3080 3475 3725 1845Max 26 16d 12 16d 4005 4515 4845 2765Min 20 16d 8 16d 3080 3475 3725 1845Max 26 16d 12 16d 4005 4515 4845 2765

10d 500 560 605 38016d 590 665 720 38010d 750 840 910 75516d 880 1000 1080 75510d 1000 1120 1210 80016d 1175 1335 1440 80010d 1250 1405 1515 113516d 1470 1670 1800 113510d 1500 1685 1815 133016d 1765 2000 2160 133010d 750 840 910 44016d 880 1000 1080 44010d 1000 1120 1210 88516d 1175 1335 1440 88510d 1750 1965 2120 134516d 2060 2335 2520 134510d 1000 1120 1210 88516d 1175 1335 1440 88510d 1750 1965 2120 134516d 2060 2335 2520 1345


1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) 16d sinkers (0.148 dia. x 3-1/4" long) may be used at 0.84 of the table load where 16d commons are specified. This does not apply to JUS, HUS, MUS slant nail hangers. 3) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

Dimensions (in)Fastener Schedule2,3 DF/SP


Corr

osio

nFi

nish

Header Joist

USPStock No.

SteelGauge

Min/Max

Roof CodeRef.

11-13/16

12-13/16

11-13/16

5, R5,F2

HD810IF HUC810 14 7-1/2 8-9/16 2-1/2 --

2-1/2 --

--

8 x 10 HD810 HU810 14 7-1/2 8-9/16 2-1/2 1-1/2

HD812IF HUC812 14 7-1/2 10-1/2 2-1/2 -- 8 x 12

HD812 HU812 14 7-1/2 10-1/2 2-1/2 1-1/2

8 x 16 HD816 HU816 14 7-1/2 2-1/2

2-1/2 1-1/2

HD814IF HUC814 14 7-1/2 2-1/2 8 x 14

HD814 HU814 14 7-1/2

1-1/2

HD816IF HUC816 14 7-1/2 12-13/16

1-1/8 -- 4 2 10d x 1-1/2

5, R5,F2

Rough Lumber Sizes

2 x 4 SUH24R LU24R-18, U24R

16 2 3-1/16 2

2 1-3/16 -- 6 4 10d x 1-1/2 2 x 6 - 8 SUH26R LU26R-18, U26R

16 2 4-15/16

2 1-1/8 -- 8 6 10d x 1-1/2 2 x 8 - 10 SUH28R LU28R-18 16 2 6-7/16

2 1-1/8 -- 10 6 10d x 1-1/2 2 x 10 - 12 SUH210R LU210R-18, U210R

16 2 7-13/16

2 1-1/8 -- 12 8 10d x 1-1/2 2 x 14 - 16 SUH214R -- 16 2 9-13/16

2 1-1/8 -- 6 2 16d 4 x 4 SUH44R U44R 16 4 2-11/16

2 1-1/8 -- 8 4 16d 4 x 6 SUH46R U46R 16 4 4-11/16

2 2 -- 14 6 16d 4 x 10 - 12 SUH410R U410R 16 4 8-3/16

2 1 -- 8 4 16d 6 x 8 SUH66R U66R 16 6 5

2 1 -- 14 6 16d 6 x 10 - 12 - 14 SUH610R U610R 16 6 9

Glulam Sizes

3-1/8 x 10-1/2 - 19-1/2 HD32105 HU3.25/10.5 14 3-1/4 9-15/16 2-1/2 1-1/8 16d 10d

5, R5,F2

3-1/8 x 12 - 21 HD3212 HU3.25/12 14 3-1/4 11-7/8 2-1/2 1-1/8

16d 16d

16d 16d

5-1/8 x 14-1/2 - 21 HD51135 HU5.125/13.5 14 5-1/4 12-15/16 2-1/2 1-1/8

16d 10d

5-1/8 x 10-1/2 - 19-1/2 HD5112 HU5.125/12 14 5-1/4 9-15/16 2-1/2 1-1/8

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ADTT-TZ Adjustable Deck Tension Tie

Hangers

Deck collapses are often caused by failure of the connection where the deck is attached to the main structure due to little or no lateral capacity. ADTT-TZ is an Adjustable Deck Tension Tie designed to effectively transfer the out of plane lateral loads of the deck to the house structure.

• Adjustable design. MiTek WS8-EXT or 3/8-in HDG lag screws may be installed adjacent or up to 4-3/8-in below deck joist (see Figure A).

• 2-hole break-out washer (BO-W) will work with multiple screw sizes.

• Blocking extensions not required.

Materials: 14 gaugeFinish: G-185 galvanizing Codes: See page 10 for Code Reference Chart

Patents: #9,809,974

Installation: • Install with MiTek's WS8-EXT wood screw or 3/8-in HDG lag screw.• Drive screw horizontally and aligned vertically with the

deck joist into the wall top plate of the main (house) structure.• Install four (4) of the specified joist fasteners into vertical legs.

(Two (2) on each side of deck joist). • Secure front brace with six (6) specified joist fasteners.• Re-tighten the WS8-EXT or 3/8-in HDG lag screw as needed to fully

engage with the ADTT-TZ. DO NOT OVERDRIVE. Note: Minimum 3-in thread penetration required for proper installation of WS8-EXT or lag screw.

• For detailed installation instructions refer to www.MiTek-US.com

Typical ADTT-TZ full extension installation

Extended Installation

Typical ADTT-TZ flush installation

Contracted Installation

Front Brace

Vertical legs

ADTT-TZ ready for installation

Ref. No. W L D CL Qty Type3,4,5 Qty Type6,8 160% 160%Contracted 820 0.070 820Extended 850 0.117 810

Contracted 820 0.121 780Extended 790 0.114 780




1) Allowable loads are for the ADTT-TZ installed tight to the bottom of the joist (Contracted) or 4-inches from bottom of joist to ADTT-TZ bend line (Extended). 2) Deflections are derived from static, monotonic load tests of devices connected to DF wood members with specified fasteners. 3) WS8-EXT is a 1/4" dia. x 8" long hot-dip galvanized screw sold by MiTek and must be ordered seperately if not purchasing the kit. The minimum thread penetration into the top plate of the wall framing is 3-inches. 4) 3/8" HDG Lag Screw is an ASTM A307 Grade A lag screw with a thread diameter of 3/8-inch and is hot-dip galvanized to ASTM A153 standards. The minimum thread penetration into the top plate of the wall framing is 3-inches. Lag screws are available at your local hardware store and must be purchased seperately. 5) Check with your siding manufacturer for recommendations for fastening through your siding material. 6) LL915 denotes a LumberLok Screw, #9 x 1-3/8" long and must be ordered seperately if not purchasing the kit. 7) ADTT-TZKT is a kit with (4) ADTT-TZ packaged with WS8-EXT screws and LL915 LumberLok screws. 8) Nails: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long. New products or updated product information are designated in blue font.

CodeRef.Co

rros

ion

Fini

sh

21,F14,R17

USPStock No.

DF/SPAllowable

Tension (Lbs.)

S-P-FAllowable

Tension (Lbs.)

Δ (in)at 160%2

SteelGauge

Wall Joist


InstallationType1

10 LL915

10 10d x 1-1/2

10 LL915

10 10d x 1-1/215/16 3/8

13/8" HDG Lag Screw

1 WS8-EXT

ADTT-TZ DTT1Z 14 1-9/16 10-1/2

130 ADTT-TZKT7 DTT1Z-KT 14 1-9/16 10-1/2 15/16 3/8 1 WS8-EXT 10 LL915

ADTT-TZ out of box

L

Front Brace

Vertical legs

Hole for aligned BO-W and

WS8-EXT or HDG lag screw

installation

2-hole break-out washer

(BO-W)

W

D

CL

Washer Detail

Ledger Deck joist

Figure A

ADTT-TZ4-3/8-in

Adjustability

Interior Framing

WS8-EXT or 3/8" HDG Lag screw

Wall Top Plate

Min 3-in Corrosion Finish Stainless Steel Gold Coat HDG Triple Zinc



1) Allowable loads are for the ADTT-TZ installed tight to the bottom of the joist (Contracted) or 4-inches from bottom of joist to ADTT-TZ bend line (Extended).

2) Deflections are derived from static, monotonic load tests of devices connected to DF wood members with specified fasteners.3) WS8-EXT is a 1/4" dia. x 8" long hot-dip galvanized screw sold by USP and must be ordered seperately if not purchasing

the kit. The minimum thread penetration into the top plate of the wall framing is 3". 4) 3/8" HDG Lag Screw is an ASTM A307 Grade A lag screw with a thread diameter of 3/8-inch and is hot-dip galvanized

to ASTM A153 standards. The minimum thread penetration into the top plate of the wall framing is 3". Lag screws are available at your local hardware store and must be purchased seperately.

5) Check with your siding manufacturer for recommendations for fastening through your siding material.

6) LL915 denotes a USP LumberLok Screw, #9 x 1-3/8" long and must be ordered seperately if not purchasing the kit.

7) ADTT-TZKT is a kit with (4) ADTT-TZ packaged with USP's WS8-EXT screws and LL915 LumberLok screws.

8) Nails: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long. New products or updated product information are designated in blue font.

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Ref. No. W L D CL Qty Type Qty Type 160% 160%

DTB-TZ DTT2Z, FSC

14 1-13/16 6 2-1/4 1-1/8 1 1/2 8 WS15-EXT 1835 0.119 151030, F31,

R16

1) WS15-EXT Wood Screws are 1/4" dia. x 1-1/2" long and are included with DTB-TZ Deck Tie-Backs. 2) Deflections are derived from static, monotonic load tests of devices connected to DF wood members with specified fasteners. New products or updated product information are designated in blue font.

CodeRef.

USPStock No.

Δ (in)at 160%2

Dimensions (in)

Corr

osio

nFi

nishSteel

Gauge

FastenerSchedule1,3,4

Wall Joist

DF/SPAllowable

Tension (Lbs.)

S-P-F Allowable

Tension (Lbs.)




DTB Deck Tie Back

The DTB-TZ Deck Tie Back provides positive anchorage between the deck framing and the exterior wall with a load carrying capacity that exceeds building code requirements. When used in conjunction with USP triple-zinc or gold-coat joist hangers, the DTB-TZ transfers the lateral loads into the exterior wall while the joist hangers support the vertical loads. The DTB-TZ can also be used to reinforce the connection between the rail post and the deck.

Materials: 14 gau ge

Finish: G-185 galvanizing

Options: See chart for Corrosion Finish Options


Installation:• Use all specified fasteners. See Product Notes, page 18. • Install with USP’s THR 1/2" threaded rod or equivalent.• Drive WS15-EXT wood screws into joist. • Re-install threaded rod or anchor bolt. Secure with washer and nut. • Tighten anchor bolt nuts finger tight to base plus 1⁄3 to 1⁄2

additional turns with wrench.

Typical DTB-TZinstallation

Typical DTB-TZ deck to ledger installation

DTB-TZ

6"

2-1/4"

CL

1-13/16"

1/2" THRThreaded

Rod pg. 35

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ERB / FB / FRB Fence Brackets

ERB24 – Designed to mount prefabricated fence sections and works with 2x4 horizontal section rails.

FB26 – Secures 2x6 rails to wood posts.

FRB24 – Secures continuous 2x4 rails to wood posts. Pre-punched holes allow installers to splice 2x4 rail ends within the bracket.

Materials: See chartFinish: G-185 galvanizingCodes: See page 10 for Code Reference Chart



Rail Size Ref. No W H Qty Type Qty Type 100% 115% 100% 115% 1 x 4 FB14-TZ -- 20 3/4 3-1/2 3 14 ga. x 3/4 HDG 2 8d x 1-1/2 HDG -- -- -- -- 2 x 3 FB23-TZ -- 20 1-9/16 2-3/8 3 8d x 1-1/2 HDG 4 8d x 1-1/2 HDG -- -- -- --

ERB24-TZ -- 18 1-1/2 3-9/16 4 8d HDG 3 8d HDG -- -- -- --

FB24-TZ FB24Z, FBR24, FBR24Z

20 1-9/16 3-3/8 2 8d HDG 2 8d HDG -- -- -- --

FRB24-TZ -- 18 1-9/16 3-9/16 2 10d x 1-1/2 HDG 4 10d HDG -- -- -- --4 10d x 1-1/2 HDG 4 10d x 1-1/2 HDG 330 330 350 4004 LL915 4 LL915 315 360 315 360

1) Allowable loads have been increased 15% for short duration loading. No further increase is permitted. 2) NAILS: 8d x 1-1/2" nails are 0.131" dia. x 1-1/2" long, 8d nails are 0.131" dia. x 2-1/2" long, 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, LL915 denotes a LumberLok screw #9 x 1-3/8" long.

2 x 6

DF/SP

Allowable Loads (Lbs)1

FB26-TZ FB26

Corr

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nFi

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18

CodeRef.

2 x 4 120

Rail Post

1-9/16 5

USPStock No.

SteelGauge


Download F1

FB24-TZ

FB26-TZ

FB14-TZ

Typical FB24-TZ installation

Typical FB26-TZinstallation

FB23-TZ

ERB24-TZ

FRB24-TZ

Typical ERB24-TZinstallation

Typical FRB24-TZinstallation

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H

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W

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1-9/16"

H

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The CSH-TZ concealed stringer hanger provides a method of connecting a stair stringer with a hidden hanger. The seat of the hanger is adjustable to match the slope of the stair stringer.

The reversible design allows the connector to be used on the left, right, or interior stringers. The CSH-TZ may be used with USP’s SCA Stair Angles for a complete, easy-to-use stair framing solution.

Materials: 18 gaugeFinish: G-185 galvanizingCodes: See page 10 for Code Reference ChartPatents: #7,631,463

Installation:• Use all specified fasteners. See Product Notes, page 18.• Bend angle only once.

Steps:1. Attach CSH-TZ to header with tabs positioned towards the inside of the

stringer member. 2. Adjust the seat of the CSH-TZ to match the slope of the stringer member.

Diamond shaped holes in the connector allow temporary installation of woodscrews to aid in installation of the CSH-TZ.

3. Install 10d x 1-1/2" HDG nails into the stringer and rim/band joist.

Typical CSH-TZinstallation

CSH-TZ

CSH Concealed Stringer Hanger

Ref. No. Qty Type Type 100% 115% 125% 100% 115% 125% CSH-TZ LSCZ 18 8 10d x 1-1/2 HDG 3 2 10d x 1-1/2 HDG 890 890 890 370 725 725 725 305 31, F32, R1

1) Uplift loads are increased 60% for wind or seismic loads; no further increase shall be permitted. 2) NAILS: 10d x 1-1/2 HDG nails are 0.148" dia. x 1-1/2" long. New products or updated product information are designated in blue font.

CodeRef.

USPStock No.

SteelGauge

Rim/Band Joist


S-P-F/Hem FirAllowable Loads (Lbs.)

Corr

osio

nFi

nishUplift

160%Uplift160%

Stringer

Wide Face Qty

Narrow Face Qty

Fastener Schedule2




Adjustable 5"

5"

1-7/16"

1-1/2"

These top mount hangers are designed for supporting floor joists or 2x purlins. The top mount style allows builders to drop in joists or purlins quickly.



HL210Typical HL210 installation

HL Light Gauge Purlin Hangers

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KB / KLB Beam & Purlin Hangers

With a top mount design and heavy steel fabrication the KB and KLB hangers can cover medium-to-heavy beam and purlin applications. The top mount design offers high loads with less nailing than comparable face mount hangers.

KLB – 14 gauge.

KB – 12 gauge.

Materials: See chartFinish: G90 galvanizingCodes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• NA20D nails are included with hangers where applicable.• For welded installations, see page 249.• KB models are not recommended for use with

LVL, PSL, or LSL members.

KB

Typical KLB installation

KLB

HDO28-2

Typical HDO skewed option installation

HDO standard installation

Typical HDO410IFinverted flange

installation

Primarily used to hang joists or headers in medium load conditions. These hangers provide higher load values with less nailing.

Materials: 12 gaugeFinish: G90 galvanizingOptions: All nominal lumber sizes are available for rough/full size lumber. See Specialty Options Chart.Codes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• Check top flange dimensions to ensure compatibility with

header widths.• Do not use for welded or nailer applications. Reference

Specialty Options chart below for hanger options.

HDO Heavy-Duty Top Mount Hangers

Option Skewed1,3 Sloped Seat2 Sloped / Skewed1,2,3 Inverted Flange

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) For skewed hangers, the required cut type (square or bevel) of joist member may vary based on skew angle and width of hanger. Some square cut hangers will require custom pricing due to welded back plate.

Not available inwidths less than 3-1/8"

Add IFto product number.

Ex. HDO610_IF

AllowableLoads

Ordering


on skews greater than 15˚.100% of table load




members end grain.



Ex. HDO210_SK45R_SQ

1˚ to 67-1/2˚ when width is 1-3/4" or less.1˚ to 50˚ on all others.

1˚ to 45˚ See Sloped Seat and Skewed

See Sloped Seat and Skewed.Ex.

HDO210_SK45R_SQ_SL30D


to product number.Ex. HDO210_SL30D

Range

Specialty Options Chart Refer to Specialty Options pages 245 and 247 for additional details.

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Typical KB installation

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KHW / SW / SWH Welded Top Flange Hangers

SW – Light-duty hanger.

SWH – Medium-duty hanger.

KHW – Heavy-duty hanger installs with NA20D nails for higher load capacities.

Materials: SW top flange - 12 gauge; stirrup - 12 gauge; SWH top flange - 7 gauge; stirrup - 12 gauge; KHW top flange - 3 gauge; stirrup - 10 gaugeFinish: USP primerOptions: All nominal lumber sizes are available for rough/ full size lumber. See Specialty Options below.Codes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• NA20D nails are supplied with KHW hangers.• For welded installations see page 249.• KHW models are not recommended for use with

LVL, PSL, or LSL members.

Typical SW210 installationTypical KHW46 installation

SW210KHW46

SWH410

Nailer Installation Chart Chart represents maximum allowable loads for hangers used on wood nailers. Reference page 153.

Specialty Options Chart – Refer to Specialty Options pages 245, 247-249 for additional details.

Qty Type Qty Type 100% 100%

2X 2 10d x 1-1/2 2 10d x 1-1/2 1635 11153x 2 16d x 2-1/2 2 10d x 1-1/2 2390 2010

(2) 2x 2 16d x 2-1/2 2 10d x 1-1/2 2390 20104x 2 16d x 2-1/2 2 10d x 1-1/2 2390 20102X 2 10d x 1-1/2 2 10d x 1-1/2 2600 17703X 2 16d x 2-1/2 2 10d x 1-1/2 3350 2280

(2) 2x 2 16d x 2-1/2 2 10d x 1-1/2 2600 17704x 2 16d x 2-1/2 2 10d x 1-1/2 2600 1770

KHW 3X 4 16d x 2-1/2 2 10d 5180 3525

1) Listed loads shall not be increased. 2) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d x 2-1/2 nails are 0.162" dia. x 2-1/2" long. New products or updated product information are designated in blue font.

SWH

USPSeries

NailerSize

DF/SP

Allowable Loads (Lbs.)1S-P-F


Fastener Schedule2

Header Joist

SW

Option Skewed1,3 Sloped Seat2 Sloped / Skewed1,2,3 Sloped Top Flange4 Saddle Ridge

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) For skewed hangers, the required cut type (square or bevel) of joist member may vary based on skew angle and width of hanger. Some square cut hangers will require custom pricing due to welded back plate. 4) Sloped top flanges with greater than 15° may have additional header nails.

Range

AllowableLoads

Ordering

1˚ to 84˚

100% of table load


Add SK, angle required,right (R ) or left (L ), and

square cut (SQ ) or bevel cut (BV )

to product number.Ex. SW212_SK45R_SQ


to product number.Ex. SW212_SL30D

See Sloped Seat and Skewed.

Ex. SW212_SK45R_SQ_SL30D

Add SF, angle required,and right (R) or left (L),

to product number.Ex. SW212_SF30L

100% of table load 100% of table loadReduce allowabletable loads using

straight-line interpolation

1˚ to 45˚ 0° to 35°

Add DA, angle required

to product number.Ex. SW212_DA30

Top Flange Offset

Add OS, andright (R) or left (L),to product number.

Ex. SW212_OSL

% of table load:

60%75%85%

100% of table loadper side

Hanger Width3-1/2" or less

3-9/16" to 5-1/2"5-9/16" to 7-1/2"

100% of table load

0° to 45°----

Add SA,and saddlewidth required

to product number.Ex. SW212_SA=5-1/2"

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Top Mount Hanger Charts

Floor Uplift1,2

Ref. No. W H D L TF Top Face Type Qty Type 100% 115% 125% 160% 2 x 4 HDO24 HU24TF 12 1-9/16 3-7/16 2-1/4 -- 2-1/2 4 2 16d 2 10d x 1-1/2 2170 2170 2170 315

HL26 JB26 18 1-9/16 5-3/8 1-1/2 -- 1-5/16 2 4 16d 2 prongs 1270 1270 1270 -- KLB26 LB26 14 1-9/16 5-3/8 1-1/2 -- 1-3/8 2 4 16d 2 10d x 1-1/2 1670 1705 1725 390 2, R12 SW26 W26 12 1-9/16 5-3/8 2-1/2 6-1/2 2-1/2 2 -- 10d 2 10d x 1-1/2 2315 2315 2315 145 HDO26 HU26TF 12 1-9/16 5-3/8 2-1/4 -- 2-1/2 4 6 16d 4 10d x 1-1/2 2615 2615 2615 815 HL28 JB28 18 1-9/16 7-5/16 1-3/4 -- 1-5/16 2 4 16d 2 prongs 1590 1590 1590 -- KLB28 LB28 14 1-9/16 7-1/4 1-3/4 -- 1-3/8 2 4 16d 2 10d x 1-1/2 1905 1935 1960 390 2, R12 SW28 W28 12 1-9/16 7-1/8 2-1/2 6-1/2 2-1/2 2 -- 10d 2 10d x 1-1/2 2315 2315 2315 145 HDO28 HU28TF 12 1-9/16 7-1/8 2-1/4 -- 2-1/2 4 6 16d 4 10d x 1-1/2 3160 3160 3160 755 HL210 JB210A 18 1-9/16 9-5/16 2 -- 1-5/16 2 4 16d 2 prongs 1590 1590 1590 -- KLB210 -- 14 1-9/16 9-1/4 2 -- 1-3/8 2 4 16d 2 10d x 1-1/2 2140 2170 2195 390 2, R12 SW210 W210 12 1-9/16 9-1/8 2-1/2 6-1/2 2-1/2 2 -- 10d 2 10d x 1-1/2 2315 2315 2315 145 HDO210 HU210TF 12 1-9/16 9-1/8 2-1/4 -- 2-1/2 4 8 16d 4 10d x 1-1/2 3300 3300 3300 725 HL212 JB212A 18 1-9/16 11-1/4 2-5/16 -- 1-5/16 2 4 16d 2 prongs 1590 1590 1590 -- KLB212 -- 14 1-9/16 11-1/8 2 -- 1-3/8 2 4 16d 2 10d x 1-1/2 2140 2170 2195 390 2, R12 SW212 W212 12 1-9/16 11-1/8 2-1/2 6-1/2 2-1/2 2 -- 10d 2 10d x 1-1/2 2315 2315 2315 145 HDO212 HU212TF 12 1-9/16 11 2-1/4 -- 2-1/2 4 10 16d 6 10d x 1-1/2 2355 2355 2355 1220 HL214 JB214A 18 1-9/16 13-1/8 2 -- 2-1/2 2 6 16d 2 10d x 1-1/2 1590 1590 1590 360 SW214 W214 12 1-9/16 13-1/8 2-1/2 6-1/2 2-1/2 2 -- 10d 2 10d x 1-1/2 2315 2315 2315 145 HDO214 HU214TF 12 1-9/16 13 2-1/4 -- 2-1/2 4 12 16d 6 10d x 1-1/2 3590 3685 3745 1050 SW216 W216 12 1-9/16 15-1/8 2-1/2 6-1/2 2-1/2 2 -- 10d 2 10d x 1-1/2 2315 2315 2315 145 HDO216 HU216TF, LB216 12 1-9/16 15 2-1/4 -- 2-1/2 4 14 16d 8 10d x 1-1/2 3870 4000 4000 1625

3 x 4 HDO34 HU34TF 12 2-9/16 3-7/16 2-1/2 -- 2-1/2 4 4 16d 2 10d x 1-1/2 2665 2665 2665 315 SW36 W36 12 2-9/16 5-3/8 2-1/2 6-1/2 2-1/2 2 -- 10d 2 10d x 1-1/2 2520 2520 2520 145 HDO36 HU36TF 12 2-9/16 5-3/8 2-1/2 -- 2-1/2 4 6 16d 4 10d x 1-1/2 3010 3010 3010 815 SW38 W38 12 2-9/16 7-1/8 2-1/2 6-1/2 2-1/2 2 -- 10d 2 10d x 1-1/2 2520 2520 2520 145 HDO38 B38, HU38TF 12 2-9/16 7-1/8 2-1/2 -- -- 2-1/2 4 8 16d 4 10d x 1-1/2 3605 3605 3605 755 SW310 W310 12 2-9/16 9-1/8 2-1/2 6-1/2 2-1/2 2 -- 10d 2 10d x 1-1/2 2520 2520 2520 145 HDO310 B310, HU310TF 12 2-9/16 9-1/8 2-1/2 -- 2-1/2 4 10 16d 6 10d x 1-1/2 4165 4165 4165 1220 SWH312 WNP312 7/12 2-9/16 11-1/8 2-1/2 7 2-1/2 2 -- 16d 2 10d x 1-1/2 3305 3305 3305 145 HDO312 B312, HU312TF 12 2-9/16 11 2-1/2 -- 2-1/2 4 12 16d 6 10d x 1-1/2 4475 4475 4475 1220 SWH314 WNP314 7/12 2-9/16 13-1/8 2-1/2 7 2-1/2 2 -- 16d 2 10d x 1-1/2 3305 3305 3305 145 HDO314 B314, HU314TF 12 2-9/16 13 2-1/2 -- 2-1/2 4 14 16d 8 10d x 1-1/2 4475 4475 4475 1315 SWH316 WNP316 7/12 2-9/16 15-1/8 2-1/2 7 2-1/2 2 -- 16d 2 10d x 1-1/2 3305 3305 3305 145 HDO316 B316, HU316TF 12 2-9/16 15 2-1/2 -- 2-1/2 4 16 16d 8 10d x 1-1/2 5715 5755 5755 1625

(2) 2 x 4 HDO24-2 HU24-2TF 12 3-1/8 3-7/16 2-1/4 -- 2-1/2 4 4 16d 2 10d 2445 2445 2445 405 SWH26-2 WNP26-2 7/12 3-1/8 5-3/8 2-1/2 7 2-1/2 2 -- 16d 2 10d 3305 3305 3305 145

HDO26-2 HU26-2TF, HUS26-2TF

12 3-1/8 5-3/8 2-1/4 -- 2-1/2 4 6 16d 4 10d 3050 3050 3050 815

SWH28-2 WNP28-2 7/12 3-1/8 7-1/8 2-1/2 7 2-1/2 2 -- 16d 2 10d 3305 3305 3305 145


12 3-1/8 7-1/8 2-1/4 -- 2-1/2 4 8 16d 4 10d 3825 3825 3825 815

SWH210-2 WNP210-2 7/12 3-1/8 9-1/8 2-1/2 7 2-1/2 2 -- 16d 2 10d 3305 3305 3305 145


12 3-1/8 9-1/8 2-1/2 -- 2-1/2 4 10 16d 6 10d 4565 4565 4565 1220

HDO210-2IF HUC210-2TF, HUSC210-2TF

12 3-1/8 9-1/8 2-1/2 -- 2-1/2 4 10 16d 6 10d 4565 4565 4565 1220

SWH212-2 WNP212-2 7/12 3-1/8 11-1/8 2-1/2 7 2-1/2 2 -- 16d 2 10d 3305 3305 3305 145


12 3-1/8 11 2-1/2 -- 2-1/2 4 12 16d 6 10d 5060 5370 5500 1220

SWH214-2 WNP214-2 7/12 3-1/8 13-1/8 2-1/2 7 2-1/2 2 -- 16d 2 10d 3305 3305 3305 145


12 3-1/8 13 2-1/2 -- 2-1/2 4 14 16d 8 10d 5385 5410 5410 1625

SWH216-2 WNP216-2 7/12 3-1/8 15-1/8 2-1/2 7 2-1/2 2 -- 16d 2 10d 3305 3305 3305 145

HDO216-2 HU216-2TF 12 3-1/8 15 2-1/2 -- 2-1/2 4 16 16d 8 10d 5715 6100 6240 1625

1) Uplift Loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) HL products do not provide uplift resistance, except for the HL214. 3) Refer to the respective Nailer Options chart on page 129 for hangers installed on wood nailers. 4) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.


2 x 10

2 x 12

2 x 6


Header Joist

Beam/Joist Size

SteelGauge

Qty

2 x 14

2 x 16

3 x 6

CodeRef.

2 x 8

RoofUSPStock No.

2, R12, F1

2, R12, F1

2, R12, F1

2, R12, F1

2, R12, F1

(2) 2 x 14

(2) 2 x 16

(2) 2 x 12

(2) 2 x 10

3 x 8

3 x 10

3 x 12

3 x 14

3 x 16

(2) 2 x 6

(2) 2 x 8


D

H

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Hangers

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Floor Uplift1

Ref. No. W H D L TF Top Face Type Qty Type 100% 115% 125% 160% 4 x 4 HDO44 HU44TF 12 3-9/16 3-7/16 2-1/4 -- 2-1/2 4 4 16d 2 10d 2445 2445 2445 405

SW46 W46 12 3-9/16 5-3/8 2-1/2 6-1/2 2-1/2 2 -- 10d 2 10d 2520 2520 2520 145

HDO46 HU46TF, HUS46TF

12 3-9/16 5-3/8 2-1/4 -- 2-1/2 4 6 16d 4 10d 3050 3050 3050 815

KHW46 HW46 3/10 3-9/16 5-3/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 5535 5535 5535 145

SW48 W48 12 3-9/16 7-1/8 2-1/2 6-1/2 2-1/2 2 -- 10d 2 10d 2520 2520 2520 145

HDO48 B48, BA48, HU48TF, HUS48TF

12 3-9/16 7-1/8 2-1/4 -- 2-1/2 4 8 16d 4 10d 3825 3825 3825 815

KHW48 HW48 3/10 3-9/16 7-1/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 5535 5535 5535 145

SW410 W410 12 3-9/16 9-1/8 2-1/2 6-1/2 2-1/2 2 -- 10d 2 10d 2520 2520 2520 145

HDO410 B410, HU410TF, HUS410TF

12 3-9/16 9-1/8 2-1/4 -- 2-1/2 4 10 16d 6 10d 4565 4565 4565 1220

SWH410 -- -- 7/12 3-9/16 9-1/8 2-1/2 7 2-1/2 2 -- 16d 2 10d 3305 3305 3305 145

KHW410 HW410 3/10 3-9/16 9-1/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 5535 5535 5535 145

KB412 B412 12 3-9/16 11-1/8 2-3/8 -- 2-1/2 4 2 NA20D 2 NA20D 4075 4155 4185 580 2, R12

HDO412 HU412TF, HUS412TF

12 3-9/16 11 2-1/4 -- 2-1/2 4 12 16d 6 10d 5060 5370 5500 1220

SWH412 WNP412 7/12 3-9/16 11-1/8 2-1/2 7 2-1/2 2 -- 16d 2 10d 3305 3305 3305 145

KHW412 HW412 3/10 3-9/16 11-1/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 5535 5535 5535 145

HDO414

B414, HHB414, HU414TF, HUI414TF, HUS414TF

12 3-9/16 13 2-1/2 -- 2-1/2 4 14 16d 8 10d 5385 5410 5410 1625

SWH414 WNP414 7/12 3-9/16 13-1/8 2-1/2 7 2-1/2 2 -- 16d 2 10d 3305 3305 3305 145

KHW414 HW414 3/10 3-9/16 13-1/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 5535 5535 5535 145

HDO416 B416, HHB416, HU416TF

12 3-9/16 15 2-1/2 -- 2-1/2 4 16 16d 8 10d 5715 6100 6240 1625

SWH416 WNP416 7/12 3-9/16 15-1/8 2-1/2 7 2-1/2 2 -- 16d 2 10d 3305 3305 3305 145

KHW416 HW416 3/10 3-9/16 15-1/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 5535 5535 5535 145

(3) 2 x 10 HDO210-3 HU210-3TF 12 4-11/16 9-1/8 2-1/2 -- 2-1/2 4 10 16d 6 16d 4565 4565 4565 1430

(3) 2 x 12 HDO212-3 HU212-3TF 12 4-11/16 11 2-1/2 -- 2-1/2 4 12 16d 6 16d 5060 5370 5500 1430 (3) 2 x 14 HDO214-3 HU214-3TF 12 4-11/16 13 2-1/2 -- 2-1/2 4 14 16d 8 16d 5385 5410 5410 1710 (3) 2 x 16 HDO216-3 HU216-3TF 12 4-11/16 15 2-1/2 -- 2-1/2 4 16 16d 8 16d 5715 6100 6240 1905

HDO66 HU66TF 12 5-1/2 5-3/8 2-1/2 -- 2-1/2 4 6 16d 4 16d 3050 3050 3050 955 SWH66 WNP66 7/12 5-1/2 5-3/8 2-1/2 7 2-1/2 2 -- 16d 2 10d 3305 3305 3305 145 KHW66 HW66 3/10 5-1/2 5-3/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 5535 5535 5535 145 HDO68 HHB68, HU68TF 12 5-1/2 7-1/8 2-1/2 -- 2-1/2 4 8 16d 4 16d 3825 3825 3825 955 SWH68 WNP68 7/12 5-1/2 7-1/8 2-1/2 7 2-1/2 2 -- 16d 2 10d 3305 3305 3305 145 KHW68 HW68 3/10 5-1/2 7-1/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 5535 5535 5535 145 KB610 B610 12 5-1/2 9-1/4 2-3/8 -- 2-1/2 4 6 NA20D 2 NA20D 4795 4920 4920 580 2, R12

HDO610 HHB610, HU610TF

12 5-1/2 9-1/8 2-1/2 -- 2-1/2 4 10 16d 6 16d 4565 4565 4565 1430

SWH610 WNP610 7/12 5-1/2 9-1/8 2-1/2 7 2-1/2 2 -- 16d 2 10d 3305 3305 3305 145 KHW610 HW610 3/10 5-1/2 9-1/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 5535 5535 5535 145 KB612 B612 12 5-1/2 11-1/8 2-3/8 -- 2-1/2 4 6 NA20D 2 NA20D 4795 4920 4920 580 2, R12

HDO612 HHB612, HU612TF

12 5-1/2 11 2-1/2 -- 2-1/2 4 12 16d 6 16d 5060 5370 5500 1430

KHW612 HW612 3/10 5-1/2 11-1/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 5535 5535 5535 145

HDO614 B614, HHB614, HU614TF

12 5-1/2 13 2-1/2 -- 2-1/2 4 14 16d 8 16d 5385 5410 5410 1710

KHW614 HW614 3/10 5-1/2 13-1/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 5535 5535 5535 145

HDO616 B616, HHB616, HU616TF

12 5-1/2 15 2-1/2 -- 2-1/2 4 16 16d 8 16d 5715 6100 6240 1905

KHW616 HW616 3/10 5-1/2 15-1/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 5535 5535 5535 145

1) Uplift Loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) KHW Glulam load values are based on 560 psi perpendicular to grain loading. 3) Refer to the respective Nailer Options chart on page 129 for hangers installed on wood nailers. 4) NAILS: 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long, NA20D nails are 0.192" dia. x 2-1/2" long and are included with KB and KHW hangers. New products or updated product information are designated in blue font.

6 x 102,

R12, F1

6 x 12

2, R12, F1

6 x 14

6 x 16

2, R12, F1

4 x 6

4 x 8

4 x 10

4 x 12

2, R12, F1

4 x 14

4 x 16

6 x 6

6 x 8

Beam/Joist Size

USPStock No.

SteelGauge

Qty Roof CodeRef.

Dimensions (in) Fastener Schedule4 DF/SPAllowable Loads (Lbs.)2,3

Header Joist


Hangers

D

H

W

LTF

132

Hang

ers

Copyright © 2018 M



Floor Uplift1

Ref. No. W H D L TF Top Face Type Qty Type 100% 115% 125% 160%

8 x 6 KHW86 HW86 3/10 7-1/2 5-3/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 5535 5535 5535 145 8 x 8 KHW88 HW88 3/10 7-1/2 7-1/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 5535 5535 5535 145 8 x 10 KHW810 HW810 3/10 7-1/2 9-1/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 5535 5535 5535 145 8 x 12 KHW812 HHB812, HW812 3/10 7-1/2 11-1/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 5535 5535 5535 145 8 x 14 KHW814 HHB814, HW814 3/10 7-1/2 13-1/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 5535 5535 5535 145 8 x 16 KHW816 HHB816, HW816 3/10 7-1/2 15-1/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 5535 5535 5535 145

2-1/2 glulam KHW26 -- 3/10 2-11/16 specify 4 10 2-1/2 4 -- NA20D 2 10d x 1-1/2 5295 5295 5295 145 3-1/8 glulam KHW3 HW3.25 3/10 3-1/4 specify 3 10 2-1/2 4 -- NA20D 2 10d 5535 5535 5535 145 5-1/8 glulam KHW5 HW5.25 3/10 5-1/4 specify 2-1/2 10 2-1/2 4 -- NA20D 2 10d 5535 5535 5535 145

1) Uplift Loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) KHW Glulam load values are based on 560 psi perpendicular to grain loading. 3) Refer to the respective Nailer Options chart on page 129 for hangers installed on wood nailers. 4) Consult USP for additional Glulam sizes. 5) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long, NA20D nails are 0.192" dia. x 2-1/2" long and are included with KHW hangers.

CodeRef.

2, R12, F1

Glulam Sizes4

2, R12, F1

Dimensions (in) Fastener Schedule5 DF/SPAllowable Loads (Lbs.)2,3

Header Joist

Beam/Joist Size

USPStock No.

SteelGauge

Qty Roof

The Fire Wall Hanger is designed for attaching truss, I-joist, solid sawn lumber, or engineered wood floor framing members to double wall top plates or minimum 2-ply 2x solid sawn header fire rated wood frame walls. The advanced design allows the installation of the FWH before the 5/8" gypsum wallboard (drywall) is attached and permits the building project to be completely framed-up, and weather-tight before the gypsum wallboard sheathing work starts.

Materials: 14 gauge Finish: G90 galvanizingOptions: See Specialty Options chart on page 129.Codes: See page 10 for Code Reference ChartPatents: Pending

Installation:• Install the face of hanger flanges tight to stud wall framing.• For wall framing, hangers do NOT need to be installed at stud locations

for full design values.• The end of the truss/joist should measure 1-5/8” from the face of the

supporting wall. See Figure 1.• The truss/joist should bear fully on the FWH seat with a gap no greater

than 1/8” between the end of the supported member and the hanger. See Figure 1.

• Gypsum Wallboard Installation - Use the FWH-T template to slot cut the gypsum wallboard. See FWH-T Template Sequence. Slide the gypsum wallboard into position and fasten to the framing members meeting the minimum requirements specified by code.

FWH Fire Wall Hangers


FWH

H

2"

2-1/4"

W

Hangers

D

H

W

LTF

FWH hangers are tested per ASTM E814 standards. When installed on one side of a maximum 2 hour fire-rated wall assembly, the penetration of the USP FWH Fire Wall Hanger through the gypsum wallboard will not reduce the fire resistive rating of the 2 hour fire resistive assembly.

2 Hour Fire-Rating

1/8"1-5/8"

Figure 1

Typical FWHSide View

1.) Align the FWH-Template slot with the mark in the gypsum wallboard and engage the prongs into edge of gypsum wallboard

2.) Rotate the template and press down on the end to engage the corner prongs

3.) Run the gypsum wallboard cutter down the template to cut the slot

FWH-T Template Installation Sequence

Corner Prong

Edge Prong

5-3/4"

FWH-T template

8"

13"

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FWH Fire Wall Hangers

Option Skewed1

Range 1˚ to 45˚Allowable Loads 80% of table load

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange.

OrderingAdd SK, angle required, right (R) or left (L), and square cut (SQ) to product number.

Ex. FWH3514_SK45R_SQ

Ref. No. W H 2 x 8 FWH28 -- 1-9/16 7-1/8 2 x 10 FWH210 -- 1-9/16 9-1/8 2 x 12 FWH212 -- 1-9/16 11-1/8 1-3/4 x 9-1/2 FWH1795 DGH1.81/9.5 1-13/16 9-7/16 1-3/4 x 11-7/8 FWH17118 DGH1.81/11.88 1-13/16 11-13/16 1-3/4 x 14 FWH1714 DGH1.81/14 1-13/16 13-15/16 1-3/4 x 16 FWH1716 DGH1.81/16 1-13/16 15-15/16 2 - 2-1/8 x 9-1/2 FWH2095 DGH2.1/9.5 2-1/8 9-7/16 2 - 2-1/8 x 11-7/8 FWH20118 DGH2.1/11.88 2-1/8 11-13/16 2 - 2-1/8 x 14 FWH2014 DGH2.1/14 2-1/8 13-15/16 2 - 2-1/8 x 16 FWH2016 DGH2.1/16 2-1/8 15-15/16 2-5/16 x 9-1/2 FWH2395 DGH2.37/9.5 2-3/8 9-7/16 2-5/16 x 11-7/8 FWH23118 DGH2.37/11.88 2-3/8 11-13/16 2-5/16 x 14 FWH2314 DGH2.37/14 2-3/8 13-15/16 2-5/16 x 16 FWH2316 DGH2.37/16 2-3/8 15-15/16 2-5/16 x 18 FWH2318 DGH2.37/18 2-3/8 17-15/16 2-5/16 x 20 FWH2320 DGH2.37/20 2-3/8 19-15/16 2-1/2 x 9-1/2 FWH2595 DGH2.56/9.5 2-9/16 9-7/16 2-1/2 x 11-7/8 FWH25118 DGH2.56/11.88 2-9/16 11-13/16 2-1/2 x 14 FWH2514 DGH2.56/14 2-9/16 13-15/16 2-1/2 x 16 FWH2516 DGH2.56/16 2-9/16 15-15/16 2-1/2 x 18 FWH2518 DGH2.56/18 2-9/16 17-15/16 2-1/2 x 20 FWH2520 DGH2.56/20 2-9/16 19-15/16 3-1/2 x 9-1/2 FWH3595 DGH3.62/9.5, DGB3.62/9.5 3-9/16 9-7/16 3-1/2 x 11-7/8 FWH35118 DGH3.62/11.88, DGB3.62/11.88 3-9/16 11-13/16 3-1/2 x 14 FWH3514 DGH3.62/14, DGB3.62/14 3-9/16 13-15/16 3-1/2 x 16 FWH3516 DGH3.62/16, DGB3.62/16 3-9/16 15-15/16 3-1/2 x 18 FWH3518 DGH3.62/18, DGB3.62/18 3-9/16 17-15/16 3-1/2 x 20 FWH3520 DGH3.62/20, DGB3.62/20 3-9/16 19-15/16 3-1/2 x 22 FWH3522 DGH3.62/22, DGB3.62/22 3-9/16 21-15/16 3-1/2 x 24 FWH3524 DGH3.62/24, DGB3.62/24 3-9/16 23-15/16

-- FWH-T -- 5-3/4 13

USPStock No.

JoistSize

Dimensions (in)

Type Qty Type 100% 115% 125% 100% 115% 125%

-- 180 180

2 380 380

-- 180 180

2 380 380

-- 180 180

2 380 380

-- 180 180

2 380 380

-- 180 180

2 380 380

1) Uplift Loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long. New products or updated product information are designated in blue font.

2400

130 Two-sided after (2) layers of 5/8-in gypsum wallboard are installed (min. 2x6 wall) After (1) layer of structural sheathing & (1) layer of 5/8-in gypsum wallboard is installed

2400 2400 2400 2400 2400

2400 2400 2400 2400 2400

2400 24002400

CodeRef.

2400

DownloadUplift1

160%

2400 2400 2400

2, R12,F1

2240

2400 2400 2400 2400 2400 2400

DF Allowable Loads (Lbs.)

Solid Sawn Header 2-Ply, 2x Wall Top Plate

DownloadUplift1

160%

2240 2240 2045 2045 2045

After (2) layers of 5/8-in gypsum wallboard are installed

Without 5/8-in gypsum wallboard or structural sheathing

TopQty

Fastener Schedule2

Joist

InstallationType

FaceQty

Header

After (1) layer of 5/8-in gypsum wallboard is installed

6 10d 6 10d x 1-1/2

6 10d x 1-1/2

6 10d x 1-1/2

6 10d x 1-1/2

6 10d x 1-1/2

6 10d

6

6

6

10d

10d

10d

Specialty Options Chart - Refer to Specialty Options pages 245 and 247 for additional details.

Hangers

Fastener / Allowable Load Table

Geometry Table

Typical FWHstud wall installation

Typical FWH stud wall with (2) layers of 5/8-in

gypsum wallboard installation

Typical FWHsolid sawn header installation

1) Uplift Loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.

2) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long

Updated product information are designated in blue font.

FWH

H

2"

2-5/8"

W

FWH hangers are tested per ASTM E814 standards. When installed on one side of a maximum 2 hour fire-rated wall assembly, the penetration of the USP FWH Fire Wall Hanger through the gypsum wallboard will not reduce the fire resistive rating of the 2 hour fire resistive assembly.

2 Hour Fire-Rating

134

Hang

ers

Copyright © 2018 M


FWHBP Fire Wall Hangers for Beams and Purlins

MiTek has expanded the FWH Fire Wall Hanger series to include the higher load carrying capacity FWHBP, the Fire Wall Hanger for Beams and Purlins. The FWHBP transfers the load into the supporting wall thru bearing on the top plates and directly attaching to the stud pack or post below. As with the FWH hanger, the advanced design allows you to install the hangers before the drywall is attached, allowing your project to be completely framed-up and weather-tight before the drywall sheathing shows up on site.

Materials: 12 gaugeFinish: USP primerCodes: See page 10 for Code Reference ChartPatents: Pending

Installation:• Install the face of hanger flanges tight to

stud wall framing.• The end of the truss/joist should measure

1-5/8" from the face of the supporting wall. • The truss/joist should bear fully on the FWH seat

with a gap no greater than 1/8" between the end of the supported member and the hanger.

• Gypsum Wallboard Installation - Use the FWH-T template to slot cut the gypsum wallboard. See FWH-T Template Sequence. Slide the gypsum wallboard into position and fasten to the framing members meeting the minimum requirements specified by code.

FWHBP Hanger FHWBP Stud Pack Width

Hangers

Header

W1 W23 H L 100% 115% 125% 3-1/2 x 11-7/8 FWHBP35118 11-7/8 3-1/2 x 14 FWHBP3514 13-15/16 3-1/2 x 16 FWHBP3516 15-15/16 3-1/2 x 18 FWHBP3518 17-15/16 3-1/2 x 20 FWHBP3520 19-15/16 3-1/2 x 22 FWHBP3522 21-15/16 3-1/2 x 24 FWHBP3524 23-15/16 5-1/4 x 11-7/8 FWHBP52118 11-7/8 5-1/4 x 14 FWHBP5214 13-15/16 5-1/4 x 16 FWHBP5216 15-15/16 5-1/4 x 18 FWHBP5218 17-15/16 5-1/4 x 20 FWHBP5220 19-15/16 5-1/4 x 22 FWHBP5222 21-15/16 5-1/4 x 24 FWHBP5224 23-15/16 7 x 11-7/8 FWHBP71118 11-7/8 7 x 14 FWHBP7114 13-15/16 7 x 16 FWHBP7116 15-15/16 7 x 18 FWHBP7118 17-15/16 7 x 20 FWHBP7120 19-15/16 7 x 22 FWHBP7122 21-15/16 7 x 24 FWHBP7124 23-15/16

1) Download allowable load is for a 2-Ply Top Plate with stud pack (or post) below without wall and floor sheathing attached. 2) Uplift loads have been increased 60% for wind or seismic loads. No further increase shall be permitted. 3) "Specify" denotes required stud pack/post width must be specified when ordering. Minimum 3". 4) NAILS: 10d nails are 0.148" dia. x 3" long. New products or updated product information are designated in blue font.

--

7-1/8

7-15/16

9-11/16

Dimensions (in)

12

JoistSize

Uplift

160%2

--

--

Ref.No.

USP Stock No.

5705 5705 38306 4 16 10d 18 10d

CodeRef.

130

5705 5705 3830

5705 5705 3830

5705

SteelGauge

12

12

57056 4 16 10d 18

57057-1/8

Specify

5-3/8 Specify

3-9/16

Specify 10d6 4 16 10d 18

10d


Download

2-Ply 2x Wall Top Plate1

QtyTopQty

FaceQty

StudQty

Fastener Schedule4

Joist

Type Type

1) Align the FWH-Template slot with the mark in the gypsum wallboard and engage the prongs into edge of gypsum wallboard

FWH-T Template Installation SequenceEdge Prong

L

2-5/8"

H

2"W1

2x stud wall framing

supported beam

FWHBP hanger

stud pack or post

2-layers 5/8"

gypsum board

2x stud wall framingsupported

beamFWHBP hanger

stud pack or post

(Min. 2-ply 2x or 3")

2-layers 5/8"

gypsum board

W2

3) Run the gypsum wallboard cutter down the template to cut the slot

2) Rotate the template and press down on the end to engage the corner prongs

Corner Prong

FWH-T template (must be ordered

seperately)

Typical FWHBP attachment to top plate/beam and stud pack/post

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JH Multi-Purpose Joist Hanger

These strap-style hangers are designed to support trusses, joists, or purlins. JH models may be bent along the flange allowing builders to use the hangers in top mount, face mount, or combination applications.


Installation:• Use all specified fasteners. See Product Notes, page 18.• Joist nails must be driven at a 30° to 45° angle through the

joist or truss into the header to achieve listed loads. Standard length “double shear” nails must be used to achieve listed load values.

• If installing in top mount configuration, field bend top flange over header.

• 16d sinkers (0.148" dia. x 3-1/4") may be used where 10d common are specified with no load reduction.

Header Top Face Floor Uplift1

Joist Size Ref. No. W H D B TF Size Qty Qty Type Qty Type 100% 115% 125% 160%1-3/16 2 x 6 2 4 10d 6 10d 1900 2060 2165 12851-7/16 2 x 8 2 8 10d 6 10d 2540 2765 2900 1285

7/16 2 x 10 2 12 10d 6 10d 2270 2565 2760 1285-- 2 x 12 -- 14 10d 6 10d 2185 2510 2730 1285

1) Uplift Loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Nails must be driven at a 30° to 45˚ angle through the joist or truss into header to achieve the table loads. 3) NAILS: 10d nails are 0.148" dia. x 3" long. 16d sinkers (0.148" dia. x 3-1/4" long) may be used where 10d commons are specified with no reduction in load.

CodeRef.

2, R12,F1

2 x 6 - 12 JH20 -- 18

Roof

1-9/16 10-1/16 5-1/82-1/4

USPStock No.

SteelGauge


JoistHeader

Dimensions (in) DF/SPAllowable Loads (Lbs.)


faster installation


Typical LS268 installation LS268

A field-adjustable seat gives the LS hanger application flexibility.

The LS hanger slopes from 0° to 30° down (0 to 7:12 pitch down).


Installation:• Use all specified fasteners. See Product Notes, page 18.• The LS can be field adjusted to slopes from 0° to 30° down.

LS Light Slope Rafter Hangers

Floor Uplift1

Ref. No. W H Qty Type Qty Type 100% 115% 125% 160%7 10d x 1-1/2 7 10d x 1-1/2 785 900 980 6757 16d 7 10d x 1-1/2 960 1105 1170 6759 10d x 1-1/2 9 10d x 1-1/2 1010 1160 1260 10359 16d 9 10d x 1-1/2 1235 1370 1370 1035

1) Uplift loads are increased 60% for wind or seismic loads; no further increase shall be permitted. 2) NAILS: 10d x 1-1/2 nails are 0.148˝ dia. x 1-1/2˝ long, 16d nails are 0.162˝ dia. x 3-1/2˝ long.


Dimensions (in)

1-9/16 7-7/8

Header JoistFastener Schedule2

CodeRef.

6, R11,F3

Joist Size

USPStock No.

SteelGauge

Roof

2 x 6 - 8 LS268 -- 18 1-9/16 5-1/2

2 x 10 LS210 -- 18

Typical JH20 installation

JH20

Hangers

H

DW

B

W

3"

Slope down 0° to 30°

H

136

Hang

ers

Copyright © 2018 M


RR Ridge Rafter Hanger

The RR Ridge Rafter supports rafter pitches up to 7:12 (30°). Nesting top flange for installation on 2x support beams.


Installation:• Use all specified fasteners. See Product Notes, page 18.• The rafter end at the ridge must be plumb cut to achieve

published loads.• Optional diamond nail holes can be used to fasten RR to

end of rafter before setting rafter into place.Typical RRinstallation

Typical LSSH179installation

LSSH35

RR

Ref. No. Qty Type Qty Type 100% 115% 125% 100% 115% 125%4 10d x 1-1/2 4 10d x 1-1/2 365 365 365 205 290 290 290 1604 LL915 4 LL915 380 380 380 180 320 320 320 150

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) NAILS: 10d x 1-1/2 nails are 0.148" diameter x 1-1/2" long and LL915 denotes a USP LumberLok Screw, #9 x 1-3/8" long. New products or updated product information are designated in blue font.

CodeRef.

130

MinRafterSize

Download DownloadUplift160%

Uplift160%

DF/SP


S-P-F

Allowable Loads (Lbs.)1Fastener Schedule2

Header Rafter

RR RR 18 2 x 6

USPStock No.

SteelGauge

Uplift

LSSH Slope/Skew Hangers

The LSSH series connects rafters to ridge beams in vaulted roof structures. This series is field adjustable to meet a variety of skew and/or slope applications. Slopes and skews 0° to 45°.

Materials: See chartFinish: G90 galvanizing; LSSH15-TZ – G-185 GalvanizingOptions: See Chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Chart


Steps: 1. Position LSSH connector against plumb-cut end of joist.

Fasten joist side flanges on both sides with 10d (0.148") x 1-1/2" nails. Bend seat up to fit against joist bottom and drive (1) 10d (0.148") x 1-1/2" nail through bottom seat into rafter bottom. Drive (2) 10d (0.148") x 1-1/2" nails at downward angle through dimpled nailing guides.

2. Lean connector and rafter end against ridge beam at desired position. Install specified 10d (0.148" dia. x 3") or 16d (0.162 x 3-1/2") nails through nail holes into ridge beam at right 90° angle. If skewing the rafter, only drive nails into ridge beam on inside flange.

3. Bend flange to desired angle. 4. Hammer outside flange until edge touches header. Fasten outside

flange to ridge by driving specified 10d (0.148" dia. x 3") or 16d (0.162 x 3-1/2") nails through nail holes.

• Web stiffeners are required for all wood I-Joist installations.• Designer may consider adding a tension restraint for the

supported member for roof slopes exceeding 6/12. Refer to pages 98-99.


1-9/16"

1" 4"

3-3/8"

Skew to 45° maximum

2 3 & 4

1

Hangers

LSSH15-TZ=5-1/16" All other sizes = 8-13/16"

W2 W1 W2

3"

Slope to 45° up or down

LSSH210

W2 W1W2

3"Slope to 45° up or down

H

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Floor Uplift1 Floor Uplift1

Ref. No. W1 W2 Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%

1-1/2 LSSH15-TZ LSU26, LSU26Z, LSSU28, LSSU28Z

18 1-9/16 1-3/4 6 10d HDG 7 10d x 1-1/2 HDG 720 830 900 740 640 730 785 580 130

1-1/2 LSSH210 LSSU210 18 1-9/16 1-3/4 10 10d 7 10d x 1-1/2 1180 1345 1450 1065 1065 1225 1325 835 1-3/4 LSSH179 LSSUI25 18 1-13/16 1-5/8 10 10d 7 10d x 1-1/2 1180 1345 1450 1065 1065 1225 1325 835

2 - 2-1/8 LSSH20 LSSUI2.06, LSSU2.1

18 2-1/8 2-1/2 10 10d 7 10d x 1-1/2 1180 1345 1450 980 1065 1225 1245 765

2-1/4 - 2-5/16 LSSH23 LSSUI35 18 2-5/16 2-3/8 10 10d 7 10d x 1-1/2 1180 1345 1450 980 1065 1225 1240 760 2-1/2 LSSH25 LSSUH310 16 2-9/16 2-3/4 18 16d 12 10d x 1-1/2 2590 2600 2600 1195 2040 2040 2040 935 2-5/8 LSSH26 -- 16 2-11/16 2-5/8 18 16d 12 10d x 1-1/2 2590 2600 2600 1195 2040 2040 2040 935 3 LSSH31 LSSU210-2 16 3-1/8 3-3/4 18 16d 12 10d x 1-1/2 2590 2940 3175 1585 2345 2500 2500 1240 3-1/2 LSSH35 LSSU410 16 3-9/16 3-1/2 18 16d 12 10d x 1-1/2 2590 2940 3175 1585 2345 2485 2485 1235


18 1-9/16 1-3/4 6 10d HDG 7 10d x 1-1/2 HDG 720 815 815 740 640 640 640 580 130


2 - 2-1/8 LSSH20 LSSUI2.06, LSSU2.1

18 2-1/8 2-1/2 10 10d 7 10d x 1-1/2 1180 1345 1450 980 1065 1215 1245 765


1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

6, R11,F3

6, R11,F3

SLOPED ONLY HANGERS

SKEWED HANGERS or SLOPED & SKEWED HANGERS

USPStock No.

SteelGauge

Roof Roof

Corr

osio

n Fi

nish

Fastener Schedule2

Header RafterDF/SP

Allowable Loads (Lbs.)S-P-F


Rafter Width (in)

Dimensions(in)

CodeRef.

SKH26R right skew

SKH26L left skew

SKH – Standard 45° skew hanger allows for a 40° to 50° skew range, without hanger modification.

SKHH – For heavier applications.

Materials: 14 or 16 gaugeFinish: G90 galvanizingOptions: See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• The hangers listed are for standard sizes and will accommodate

a 40° to 50° skew range. • Most sizes do not require a miter cut for installation. Refer to chart

footnote identified with an asterisk.• Illustrations show left and right skews. (SKH_L = skewed left;

SKH_R = skewed right)• For I-Joist installations, web stiffeners are required.• Refer to illustration for staggered I-Joist application for double 2",

2-5/16", and 2-1/2" models.• For double I-Joist installations, web stiffeners between I-Joists are required.

SKH / SKHH Skewed 45° Hangers





SKH210LSKH210R

Left skewRight skew


Hangers

W

H

D

W

D

H

138

Hang

ers

Copyright © 2018 M




Ref. No. W H D Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160% 2 x 4 SKH24L/R SUR/L24 16 1-9/16 3-1/4 1-7/8 4 16d 4 10d x 1-1/2 510 510 510 565 395 395 395 440

SKH26L/R SUR/L26 16 1-9/16 5-1/4 1-7/8 6 16d 6 10d x 1-1/2 830 890 890 1085 700 700 700 980 SKHH26L/R -- 14 1-5/8 5-1/8 3-1/4 18 16d 12 10d x 1-1/2 1850 1980 1980 885 1555 1555 1555 695 130 SKH28L/R -- 16 1-9/16 7-1/4 1-7/8 10 16d 8 10d x 1-1/2 1380 1465 1465 1360 1160 1160 1160 1075 6, R11, F3 SKHH28L/R -- 14 1-5/8 7 3-1/4 26 16d 16 10d x 1-1/2 2465 2780 2790 1260 2115 2200 2200 995 130

SKH210L/R SUR/L210, SUR/L214

16 1-9/16 9-1/4 1-7/8 14 16d 10 10d x 1-1/2 1790 1790 1790 1565 1425 1425 1425 12456, R11,

F3

SKHH210L/R -- 14 1-5/8 9 4-1/4 34 16d 20 10d x 1-1/2 2935 2935 2935 1520 2330 2330 2330 1210 130

1-3/4 x 11-1/4 - 18

SKH1724L/R SUR/L1.81/11, SUR/L1.81/14

16 1-13/16 11-1/8 1-7/8 16 10d 10 10d x 1-1/2 1855 2135 2320 1565 1635 1880 2040 1245

2 - 2-1/8 x 9-1/4 - 14

SKH2020L/R SUR/L2.06/9, SUR/L2.1/9 16 2-1/8 9 1-7/8 14 10d 10 10d x 1-1/2 1625 1870 2030 1565 1430 1645 1715 1235

2 - 2-1/8 x 11-1/4 - 18

SKH2024L/R SUR/L2.06/11, SUR/L2.1/11

16 2-1/8 11 1-7/8 16 10d 10 10d x 1-1/2 1855 2135 2320 1565 1635 1880 2040 1235

2-1/4 - 2-5/16 x 11-1/4 - 18

SKH2324L/R SUR/L2.37/11, SUR/L2.37/14

16 2-3/8 10-7/8 1-7/8 16 10d 10 10d x 1-1/2 1855 2135 2320 1565 1635 1880 2040 1235

3 x 6-8 SKH36L/R -- 16 2-9/16 4-3/4 1-3/8 6 16d 6 10d x 1-1/2 830 950 1025 1085 725 830 830 980 3 x 8-12 SKH38L/R -- 16 2-9/16 6-3/4 1-3/8 10 16d 8 10d x 1-1/2 1380 1585 1585 1360 1210 1255 1255 1240 3 x 10-14 SKH310L/R -- 16 2-9/16 8-3/4 1-3/8 14 16d 10 10d x 1-1/2 1930 2220 2250 1565 1780 2045 2090 1245 3 x 12 - 14 - 16 SKH312L/R -- 16 2-9/16 10-3/4 1-3/8 16 16d 10 10d x 1-1/2 2210 2500 2500 1565 2035 2190 2190 1245

SKH26L/R-2 * SUR/L26-2 16 3-1/16 4-1/2 1-3/8 6 16d 6 10d 830 950 1035 1115 725 835 865 980 SKHH26L/R-2 HSUR/L26-2 14 3-1/16 5-1/4 2 12 16d 4 16d x 2-1/2 SKHH26L/R-2IF HSUR/LC26-2 14 3-1/16 5-1/4 2 12 16d 4 16d x 2-1/2

(2) 2 x 8-12 SKH28L/R-2 * -- 16 3-1/16 6-1/2 1-3/8 10 16d 8 10d 1380 1585 1725 1360 1210 1395 1515 1065 SKH210L/R-2 * SUR/L210-2 16 3-1/16 8-1/2 1-3/8 14 16d 10 10d 1930 2220 2415 1565 1695 1950 2120 1235

SKHH210L/R-2 HSUR/L210-2, HSUR/L214-2

14 3-1/16 8-1/2 2 20 16d 6 16d x 2-1/2

SKHH210L/R-2IF HSUR/LC210-2 14 3-1/16 8-1/2 2 20 16d 6 16d x 2-1/2 (2) 2 x 12-16 SKH212L/R-2 * SUR/L214-2 16 3-1/16 10-1/2 1-3/8 16 16d 10 10d 2240 2575 2800 1565 1940 2230 2405 1235 3-1/2 x 8-14 SKH410L/R * SUR/L410 14 3-9/16 8-1/2 2-1/2 16 16d 10 16d 2255 2540 2540 1565 1995 2290 2400 1215 3-1/2 x 12-18 SKH414L/R * SUR/L414 14 3-9/16 12-1/2 2-1/2 22 16d 10 16d 3100 3565 3880 1565 2740 3150 3425 1215

SKH46L/R * SUR/L46 14 3-9/16 4-3/4 2-1/2 10 16d 6 16d 1410 1590 1590 1355 1225 1225 1225 1050 SKHH46L/R HSUR/L46 14 3-9/16 5-1/4 2-1/2 12 16d 6 16d SKHH46L/RIF HSUR/LC46 14 3-9/16 5-1/4 2-1/2 12 16d 6 16d SKH410L/R * SUR/L410 14 3-9/16 8-1/2 2-1/2 16 16d 10 16d 2255 2540 2540 1565 1995 2290 2400 1215 6, R11, F3 SKHH410L/R HSUR/L410 14 3-9/16 8-1/2 2-1/2 20 16d 10 16d SKHH410L/RIF HSUR/LC410 14 3-9/16 8-1/2 2-1/2 20 16d 10 16d SKH414L/R * SUR/L414 14 3-9/16 12-1/2 2-1/2 22 16d 10 16d 3100 3565 3880 1565 2740 3150 3425 1215 6, R11, F3 SKHH414L/R HSUR/L414 14 3-9/16 12-1/2 2-1/2 26 16d 10 16d SKHH414L/RIF HSUR/LC414 14 3-9/16 12-1/2 2-1/2 26 16d 10 16d

1) Uplift loads have been increased 60% for wind and seismic loads; no further increase shall be permitted. 2) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. *Miter cut required on end of joist to achieve design loads. New products or updated product information are designated in blue font.

6, R11,F3

130

130

130

130

130

6, R11, F3

6, R11,F3

4005 4515 4650 2280 3520 3740 3740 1835

2580 2745 2745 1695

1430 1645 1705 1230

4 x 14-18

3080 3475 3695 2280 2580 2735 2735 1690 4 x 10-14

(2) 2 x 10-14

2040 8851850 2040 1490 1490 1490 650 4 x 6-8

3080 3475 3695 2280

1565

2-9/16 10-3/4 1-7/8

10-11/16 1-7/8 16 10d

1850 2040 2040 885 1495 1495 1495 650 (2) 2 x 6-8

Beam/JoistSize

14 10d 10 10d x 1-1/2

16 10d 10 10d x 1-1/2 SUR/L2.56/11, SUR/L2.56/14

SKH2524L/R

SKH2520L/R SUR/L2.56/9 16

16

16 2-3/8 8-7/8 1-7/8

8-5/8 1-7/8

2 x 6-8

2 x 8-12

2 x 10-14

10 10d x 1-1/2 1625 1870 2030

1880 2040 1230

2-1/2 x 11-1/4 - 16

10 10d x 1-1/2 1855 2135 2320 1565 1635

2-11/16 8-11/16 1-7/8 14 10d 2-5/8 x 9-1/4 - 14

2-5/8 x 11-1/4 - 16

SKH2620L/R -- -- 16

SKH2624L/R -- -- 16 2-11/16

1-3/4 x 9-1/4 - 14

2-1/4 - 2-5/16 x 9-1/4 - 14

SKH1720L/R SUR/L1.81/9

SKH2320L/R SUR/L2.37/9

2-1/2 x 9-1/4 - 14

2-9/16

CodeRef.

16 14 10d 10 10d x 1-1/21-13/16

14 10d 10 10d x 1-1/2 1625 1870 2030 1565 1430 1645

Roof

1715 1235

6, R11,F3


S-P-FAllowable Loads (Lbs.)

USPStock No. Co

rros

ion

Fini

sh

Dimensions (in)

Ga.

1870 2030 1565 1430 1645 1730 12459-1/8 1-7/8 1625

Fastener Schedule2

Roof

Header Joist

1625 1870 2030 1565

1855 2135 2320 1565

1430

1635 2040

1230

1230

1645 1705

1880

Typical SKH26L installationleft skew





SKHH210L-2left skew

SKHH210Lleft skew

W

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Typical SKH2520R-2staggered I-Joist installation

right skew

SKH2520R-2right skew


Ref. No. W H D Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160% (2) 2 - 2-1/8 x 9-1/4 - 14

SKH2020L/R-2 * HSUR/L4.12/9, HSUR/L4.28/9 14 4-3/16 9-1/4 3-1/2 14 10d 10 10d 1665 1915 2085 1905 1480 1700 1850 1475

(2) 2 - 2-1/8 x 11-1/4 - 18

SKH2024L/R-2 *

HSUR/L4.12/11, HSUR/L4.12/14, HSUR/L4.12/16, HSUR/L4.28/11

14 4-3/16 11-1/4 3-1/2 16 10d 10 10d 1905 2190 2380 1905 1690 1945 2110 1475

(2) 2-5/16 x 11-1/4 - 18

SKH2324L/R-2 * HSUR/L4.75/11, HSUR/L4.75/14, HSUR/L4.75/16

14 4-7/8 11-1/4 3-1/2 16 10d 10 10d 1905 2190 2380 1905 1690 1945 2110 1470

(2) 2-1/2 x 11-1/4 - 16

SKH2524L/R-2 * HSUR/L5.12/11, HSUR/L5.12/14, HSUR/L5.12/16

14 5-1/8 11-1/4 3-1/2 16 10d 10 10d 1905 2190 2380 1905 1690 1945 2110 1470

1) Uplift loads have been increased 60% for wind and seismic loads; no further increase shall be permitted. 2) NAILS: 16d nails are 0.162" dia. x 3-1/2" long, 16d x 2-1/2 nails are 0.162" dia. x 2-1/2" long. *Miter cut required on end of joist to achieve design loads. New products or updated product information are designated in blue font.

10d 10 10d 1665 1915

10d 14701915 2085 1905 1480 1700 1850149-1/4

(2) 2-5/16 x 9-1/4 - 14

SKH2320L/R-2 * HSUR/L4.75/9 14 4-7/8 9-1/4 3-1/2 14

3-1/2 (2) 2-1/2 x 9-1/4 - 14

SKH2520L/R-2 * HSUR/L5.12/9 14 5-1/8 10 10d 1665

2085 1905

Beam/JoistSize

USPStock No. Ga.

Roof Roof

Dimensions (in)Fastener Schedule2 DF/SP



Corr

osio

nFi

nish

Header Joist

1480 1700 1850 1470

CodeRef.

6, R11,F3


KF – Fastens to joist ends quickly with nails.

PHG – Features a gripper design to hold the joist in place with out nailing during the assembly process.


Installation:• Use all specified fasteners. See Product Notes, page 18.• In panelized construction, installers are allowed to nail through

both the sheathing and the hanger top flange with (1) 10d nail. The nail should be centered in the top flange and be no closer than 1/4" from the back or front edge of the top flange.

• Use locator window to center hanger on purlin center line.• KF / PHG – These hangers do not provide uplift resistance.

Typical KF installation

Typical PHG26 installation

KF

PHG26

KF / PHG Panel Hangers





SKHH46LIFleft skew

W

H

TF

D

Locator windows

H

TF

DW

Locator windows

Hangers

D

H

W

D

H

W

140

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ers

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KF / PHG Panel Hangers


Installation:• Use all specified fasteners. See Product Notes, page 18.• Diamond holes allow optional header nailing.• Joist nails must be driven at a 30° to 45° angle through the purlin

into the header to achieve listed loads. Standard length “double shear” nails must be used to achieve listed load values.

• 16d sinkers (0.148" dia. x 3-1/4") may be used where 10d commons are specified with no load reduction.

Ref. No. W H D TF5 Qty Type Qty Type 125% 2 x 4 PHG24 HF24N 18 1-9/16 3-1/2 1-3/16 1-1/16 2 8d -- -- 580 2 x 6 PHG26 HF26N 18 1-9/16 5-3/8 1 1-1/16 2 10d -- -- 650 3 x 4 PHG34 HF34N 18 2-9/16 3-1/2 1 1-1/8 2 10d -- -- 650 3 x 6 PHG36 HF36N 18 2-9/16 5-3/8 1 1-1/8 2 10d -- -- 650 (2) 2 x 4 PHG24-2 F24-2 18 3-1/8 3-1/2 1 1-1/8 2 10d -- -- 650 (2) 2 x 6 PHG26-2 F26-2 18 3-1/8 5-3/8 1 1-1/8 2 10d -- -- 650 4 x 4 KF44 F44 18 3-9/16 3-3/8 1 1-1/8 2 10d 1 10d x 1-1/2 695 4 x 6 KF46 F46 18 3-9/16 5-3/8 1 1-1/8 2 10d 1 10d x 1-1/2 810

1) Loads listed are per side. 2) NAILS: 8d nails are 0.131" dia. x 2-1/2" long, 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long.

Joist Size

USPStock No.

SteelGauge

Dimensions (in)

2, R12,F1

Joist


Header

CodeRef.

DF/SPAllowable

Loads (Lbs.)1

JPF24

JPF Purlin Hangers

Top Face Floor Uplift1 Floor Uplift1

Ref. No. W H TF Qty Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%2 -- 10d 2 10d 1070 1070 1070 315 815 840 840 2802 2 10d 2 10d 1275 1275 1275 470 995 1020 1020 3752 -- 10d 2 10d 1070 1070 1070 315 815 840 840 2802 2 10d 2 10d 1275 1275 1275 470 995 1020 1020 375

1) Uplift loads have been increased 60% for wind and seismic loads; no further increase shall be permitted. 2) JPF cannot be used back to back on a single ply header when optional nailing is used. 3) NAILS: 10d nails are 0.148" dia. x 3" long. New products or updated product information are designated in blue font.

2, R12,F1

Roof CodeRef.

PurlinSize

USPStock No.

SteelGauge

Roof

1-9/16

1-1/16

1-1/16

20 3-3/8

5-3/8

1-9/16

2 x 6 JPF26

Corr

osio

nFi

nish

PF26 20

2 x 4 JPF24 PF24

Dimensions (in)

Header2 Joist




faster installation


Typical JPF24installation

Typical JPF24back-to-back installation




Hangers

TF

H

W1-1/2"


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JDS Purlin Hangers

Top Face Floor Uplift1

Ref. No. W H TF Qty Qty Type Qty Type 100% 115% 125% 160%Min 1 2 2 10d x 1-1/2 480 480 480 180 130Max 2 -- 2 10d 575 575 575 340 31, R1, F32Min 1 2 4 10d x 1-1/2 550 550 550 355 130Max 2 -- 4 10d 775 830 835 390 31, R1, F32Min 2 4 2 10d x 1-1/2 960 960 960 365 130Max 4 -- 2 10d 1155 1155 1155 680 31, R1, F32Min 2 4 4 10d x 1-1/2 1105 1105 1105 705Max 4 -- 4 10d 1675 1790 1870 950Min 2 4 4 10d x 1-1/2 1105 1105 1105 705Max 4 -- 4 10d 1575 1670 1670 775 31, R1, F32

1) Uplift loads have been increased 60% for wind and seismic loads; no further increase shall be permitted. 2) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long. New products or updated product information are designated in blue font.

130

PFD26B

2 x 6 saddle

Header

USPStock

SteelGauge

18

18

18

18 1-9/16

3-1/2

3-1/2

5-1/2

5-1/2

CodeRef.

3/4

Each Purlin

RoofPurlin Size


Dimensions (in)

1-9/16

Fastener Schedule2

Min/Max

10d x 1-1/2

10d x 1-1/2

1-9/16 2 x 4 single

2 x 4 saddle

2 x 6single

JDS24S

JDS26S

JDS24

PF24B

PFD24B

PF26B

1-9/161-9/16

3/4

10d x 1-1/2

10d x 1-1/2

10d x 1-1/2 JDS26

JDS26-175 -- 18 1-9/16

1-9/16

5-7/16 1-3/4



See Product Notes, page 18.• Joist nails must be driven at a 30° to 45°

angle through the purlin into the header to achieve listed loads. Standard length “double shear” nails must be used to achieve listed load values.

JDS24S

Typical JDS24Sinstallation

JDS26-175

Double shear nail design features fewer

nails andfaster installation


Typical JDS26installation

Top opening ofstarburst prong

provides a witness hole

JDS26 (JDS24 similar)

Raised dimpleallows 30˚ to 45˚

nailing

Raised dimpleallows 30˚ to 45˚

nailing

H

W

TF

JDS26-175installation

1-3/4" Header

Hangers

Starburst prong for temporary attachment

to truss

142

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ers

Copyright © 2018 M


TUS – For a single ply purlin.

DTUS – For a single ply purlin with a 2-ply saddle dimension.

Materials: 20 gaugeFinish: G90 galvanizingCodes: See page 10 for Code Reference ChartPatents: #8,966,857 B2

Installation:• Use all specified fasteners. See Product

Notes, page 18.• Attaches with standard 1-1/2" joist hanger

nails that can be installed with a positive placement nail gun or be hand driven.

• Other 1-1/2" fasteners with a shear value equal or greater than a 10d nail may be used.

TUS / DTUS Undersaddle Hangers

Uplift1 F2

W H Face Bottom Type Face Bottom Type 100% 115% 125% 160% 160%8d x 1-1/2 8d x 1-1/2 485 550 595 505 20510d x 1-1/2 10d x 1-1/2 580 620 620 505 205

LL915 LL915 580 620 620 505 2058d x 1-1/2 8d x 1-1/2 485 550 595 505 64510d x 1-1/2 10d x 1-1/2 580 620 620 505 645

LL915 LL915 580 620 620 505 6458d x 1-1/2 8d x 1-1/2 485 550 595 505 64510d x 1-1/2 10d x 1-1/2 580 620 620 505 645

LL915 LL915 580 620 620 505 645

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) LL915 screws are #9 (0.131" diameter) x 1-1/2" long. 3) NAILS: 8d x 1-1/2" nails are 0.131" dia. x 1-1/2" long, 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, LL915 screws are #9 (0.131" dia.) x 1-1/2" long. New products or updated product information are designated in blue font.

2 x 4 - 6Saddle

3 4 1 4

TUS24 -- -- 20

JoistSize Ref. No.

SteelGauge

USPStock No.

2 x 4 - 6Single

TUS24S -- -- 20

1 4 1

4

1 DTUS24 -- -- 20 1-9/16

4


Dimensions(in)

CodeRef.

1-9/16 3


1-9/16 3

Header

Qty

Joist

Qty

1 4 1

130

Typical DTUS24installation

DTUS24TUS24

BottomView

Typical TUS24installation

Uplift

F2

F2

TUS24S

H

W

WW

3-1/4"

H

H

WW

Hangers

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Typical WT22 installation

WT22

WT Wall Tie


Installation:• Use nails appropriate for intended use. See Product

Notes, page 18.• The opposite end must be bonded in the mortar joint

of brick facade.• Check local codes for spacing requirements.• Wall tie shall be bent at nail, bonding into mortar joint.

Ref. No. Description W L Qty Type WT22 BTB Straight Edge - Duplex 22 7/8 6-1/2 1 10d 120

1) NAILS: 10d nails are 0.148" dia. x 3" long.

CodeRef.

USPStock No.

SteelGauge Co

rros

ion

Fini

sh

Fastener

Schedule1Dimensions (in)Corrosion Finish Stainless Steel Gold Coat HDG Triple Zinc



FHD Panel Hangers

The FHD26 hanger straddles the header and receives a joist from both sides.


Installation:• Use all specified fasteners. See Product Notes, page 18.• In panelized construction, installers are allowed to nail through

both the sheathing and the hanger top flange with (1) 10d nail. The nail should be centered in the top flange and be no closer than 1/4" from the back or front edge of the top flange.

Typical FHD26 installation

FHD26

Uplift2

Ref. No. W H D Qty Type Qty Type Qty Type 125% 160% 2 x 6 FHD26 PFDS24 18 1-9/16 5-3/8 1-1/2 2 16d 2 16d 2 10d x 1-1/2 960 175 130

1) Loads listed are per side. 2) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 3) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 16d nails are 0.162" dia. x 3-1/2" long. 10d x 1-1/2 nails may be substituted for 16d header nails with a maximum load of 960 lbs.

CodeRef.

Joist Size

USPStock No.

SteelGauge

Joist

Fastener Schedule3

Face

DF/SP

Allowable Loads (Lbs.)1Dimensions (in)

Top

Header

Hangers

3-1/8"3-3/4"

H

D

W

6-1/2"

7/8"1" space between brick and sheathing

144

Hang

ers

Copyright © 2018 M


LGUM / HGUM Masonry Girder Hangers

Hangers

LGUM and HGUM Masonry Girder Hangers are high-capacity beam/girder hangers designed for installation to masonry or concrete walls. The LGUM and HGUM hangers use USP’s WS screws (supplied) to attach the beam to hanger and screw anchors (supplied) to attach to the masonry or concrete wall. These hangers eliminate the need for constructing beam pockets.

Materials: LGUM – 12 gauge; HGUM – 7 gaugeFinish: G90 galvanizingOptions: See HGUM Specialty Options chartCodes: See page 10 for Code Reference Chart

Installation:• WS3 structural screws and screw anchors are supplied

with hangers. Substituting other fasteners may reduce capacity.• Powers Wedge-Bolt+ screw anchors require Powers SDS

Wedge-Bit drill bit. Wedge-Bits are not included and must be ordered seperately. Refer to page 34.

• Beams comprised of multiple plies must be adequately fastened to act as a single member.

• Beam height dimension (H) must be specified when ordering HGUM hangers.• Moisture barrier between beam and wall may be required by local jurisdiction.

Ref. No. W H3 D A Qty Qty

LGUM26-2 LGUM26-2-SDS 12 3-5/16 5-7/16 4 2-3/8 4 3/8" x 4" 4 WS3 6065 6425 2125 2125 LGUM28-2 LGUM28-2-SDS 12 3-5/16 7-3/16 4 2-3/8 6 3/8" x 4" 6 WS3 8155 8155 2770 2770 LGUM210-2 LGUM210-2-SDS 12 3-5/16 9-3/16 4 2-3/8 8 3/8" x 4" 8 WS3 9905 9905 3350 3350



LGUM46 LGUM46-SDS 12 3-5/8 4-7/8 4 2-3/8 4 3/8" x 4" 4 WS3 6065 6425 2125 2125 LGUM48 LGUM48-SDS 12 3-5/8 6-7/8 4 2-3/8 6 3/8" x 4" 6 WS3 8155 8155 2770 2770 LGUM410 LGUM410-SDS 12 3-5/8 8-7/8 4 2-3/8 8 3/8" x 4" 8 WS3 9905 9905 3350 3350

HGUM525 HGUM5.25-SDS 7 5-1/4 5-1/2 4-3/4 8 5/8" x 5" 24 WS3 16680 16680 4470 10130 HGUM550 HGUM5.50-SDS 7 5-1/2 5-1/2 4-3/4 8 5/8" x 5" 24 WS3 16680 16680 4470 10130 HGUM700 HGUM7.00-SDS 7 7 5-1/2 4-3/4 8 5/8" x 5" 24 WS3 16680 16680 4470 10130 HGUM725 HGUM7.25-SDS 7 7-1/4 5-1/2 4-3/4 8 5/8" x 5" 24 WS3 16680 16680 4470 10130 HGUM900 HGUM9.00-SDS 7 9 5-1/2 4-3/4 8 5/8" x 5" 24 WS3 16680 16680 4470 10130

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Allowable loads assume top header fasteners are a minimum of 4-inches from the top of the wall. 3) "Specify" denotes the required supported beam height that must be specified at the time of ordering. 4) Use Powers Wedge-Bolt+ or DeWalt Screw-Bolt+ (included); or equal, installed in accordance with manufacturer's specification. 5) WS3 Wood Screws are 1/4" dia. x 3" long and are included with hangers. New products or updated product information are designated in blue font.

CodeRef.

130

Double 2x Sizes

Dimensions (in.)

Specify11-1/4

to30

Engineered Wood & Structural Lumber Sizes (Heavy Duty)

4x Sizes

Quadruple 2x Sizes

Triple 2x Sizes

JoistCMU/Concrete

CMU / Concrete

USPStock No.

SteelGauge

13" Min. to Top of Wall

ScrewAnchor4 Type5

Uplift (160%)1

4" Min. to Top of Wall

DFAllowable Loads (Lbs.)2

CMU 1,500psi

Concrete2,000 psi

Download(100/115/125%)

Fastener Schedule

Typical HGUM installation

Typical LGUM installation

HGUM LGUMW

W

D

A1"

3/4"

A

D

Min. 4" distance to top of wall

(13" min for max uplift)

HSpecify

(Min=11-1/4")

Option USP Series Inverted Flange1

Range HGUM One Inverted-Flange option available

1) The inverted flange option is not available for LGUM hangers.

50% of table download75% of table uplift load

OrderingAdd IF and right (R) or left (L) to product number.

Ex. HGUM525_H=18_IFL

AllowableLoads

HGUM

HGUM Typical HGUM one inverted flange, left shown

HGUM Specialty Options Chart - Refer to Specialty Options pages 245 and 247 for additional details.

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HWUH Heavy-Duty Welded Universal Hangers

Floor Uplift1

W H Qty Type Qty Type 100% 115% 125% 160%Wood 6 10d 3925 4020 4085 955

Masonry 2 1/2" x 6" J-Bolt 3060 3060 3060 1030Wood 6 10d 3925 4020 4085 955

















Masonry 2 1/2" x 6" J-Bolt 3060 3060 3060 1030

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) NAILS: 10d nails are 0.148" dia. x 3" long. New products or updated product information are designated in blue font.

Floor Uplift1

W H Qty Type Qty Type 100% 115% 125% 160%Wood 6 NA21 5265 5265 5265 675

Masonry 2 1/2" x 6" J-Bolt 3060 3060 3060 1030Wood 6 NA21 5265 5265 5265 675

















Masonry 2 1/2" x 6" J-Bolt 3060 3060 3060 1030

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) NAILS: NA21 nails are 0.192" dia. x 1-3/4" long and are included with 4x, 6x, and 8x HWUH hangers. New products or updated product information are designated in blue font.

130

130

Dimensions(in)

Fastener Schedule2

Supporting Member SupportedMemberWood Roof Code

Ref.


InstallationType

7-1/2

7-1/2

7-1/2

7-1/2

11

13

16

11

13

16

5-3/8

7-1/8

9-1/8

5-1/2

5-1/2

5-1/2

7-1/2

7-1/2

5-1/2 5-3/8

5-1/2 7-1/8

5-1/2 9-1/8

11

13

16

3-1/8

3-1/8

3-1/8

3-1/8

3-9/16

5-3/8

7-1/8

9-1/8

11

13

16

3-9/16

3-9/16

3-9/16

3-9/16

3-9/16

5-3/8

7-1/8

9-1/8

11

13

16

11

7-1/8

9-1/8

13

16

5-3/8

HWUH816

1-5/8 5-3/8

1-5/8

1-5/8

1-5/8

1-5/8

1-5/8

2-5/8

2-5/8

2-5/8

2-5/8

2-5/8

2-5/8

3-1/8

3-1/8

HWUH86

HWUH88

HWUH810

HWUH812

HWUH814

HWUH68

HWUH610

HWUH612

HWUH614

HWUH616

HWUH410

HWUH412

HWUH414

HWUH416

HWUH66

HWUH212-2

HWUH214-2

HWUH216-2

HWUH46

HWUH48

USPStock No.

8 x 16

HWUH26

HWUH28

HWUH210

HWUH212

HWUH214

HWUH216

HWUH36

HWUH38

HWUH310

HWUH312

HWUH314

HWUH316

HWUH26-2

HWUH28-2

HWUH210-2

8 x 6

8 x 8

8 x 10

8 x 12

8 x 14

6 x 8

6 x 10

6 x 12

6 x 14

6 x 16

4 x 10

4 x 12

4 x 14

4 x 16

6 x 6

(2) 2 x 12

(2) 2 x 14

(2) 2 x 16

4 x 6

4 x 8

Beam/Joist Size

--

2 x 4 - 6

2 x 8

2 x 10

2 x 12

2 x 14

2 x 16

3 x 6

3 x 8

3 x 10

3 x 12

3 x 14

3 x 16

(2) 2 x 6

(2) 2 x 8

(2) 2 x 10

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

Ref. No.

--

--

--

--

--

--

--

--

--

4 10d

4 10d

4 10d

4 10d

4 10d

4 10d

4 10d

4 10d

4 10d

4 10d

4 10d

4 10d

4 10d

4 10d

4 10d

10d

4 10d

4 10d

4 10d

4 10d

4 10d

4

4 10d

4 10d

4 10d

4 10d

4 10d

4 10d

4 10d

4 10d

4 10d

10d x 1-1/2

4 10d x 1-1/2

4 10d x 1-1/2

Beam/Joist Size

USPStock No.

Wood Roof

4 10d x 1-1/2

4 10d x 1-1/2

4

--

--

--

--

--

7-1/8

9-1/8

CodeRef.

SupportedMember


InstallationTypeRef. No.

Dimensions(in) Supporting Member

Fastener Schedule2

4 10d x 1-1/2

--

Versatile heavy-duty top flange hanger attaches to both wood and masonry. Unique design allows builders to use one style hanger on the job when the structure has a variety of support materials.

Materials: Top Flange – 3 gauge; Stirrup – 7 gaugeFinish: USP primerOptions: See Specialty Options Chart on page 146.Codes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• NA21 nails are included with hangers where specified.• NA21 nails are not recommended for use with LVL, PSL,

or LSL headers.• Masonry design load values apply to both solid concrete tie beams

and grout-filled CMU walls.• Alternate installation – Use (2) 1/2" x 4" Powers Fasteners

Wedge-Bolts® or equal for loads up to 2,400 lbs. when attaching to CMU. Loads shall not exceed table loads.

Typical HWUH410wood-to-masonry installation

HWUH

Typical HWUH410wood-to-wood installation


Hangers

H

W3-1/2"

3-1/2"3-1/2"

10"

146

Hang

ers

Copyright © 2018 M


HWUH Heavy-Duty Welded Universal Hangers

Floor Uplift1

W H Qty Type Qty Type 100% 115% 125% 160%Wood 6 10d 3925 4020 4085 955


















Masonry 2 1/2" x 6" J-Bolt 3060 3060 3060 1030

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) NAILS: 10d nails are 0.148" dia. x 3" long. New products or updated product information are designated in blue font.

Floor Uplift1

W H Qty Type Qty Type 100% 115% 125% 160%Wood 6 NA21 5265 5265 5265 675


















Masonry 2 1/2" x 6" J-Bolt 3060 3060 3060 1030

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) NAILS: NA21 nails are 0.192" dia. x 1-3/4" long and are included with 4x, 6x, and 8x HWUH hangers. New products or updated product information are designated in blue font.

130

130

Dimensions(in)

Fastener Schedule2

Supporting Member SupportedMemberWood Roof Code

Ref.


InstallationType

7-1/2

7-1/2

7-1/2

7-1/2

11

13

16

11

13

16

5-3/8

7-1/8

9-1/8

5-1/2

5-1/2

5-1/2

7-1/2

7-1/2

5-1/2 5-3/8

5-1/2 7-1/8

5-1/2 9-1/8

11

13

16

3-1/8

3-1/8

3-1/8

3-1/8

3-9/16

5-3/8

7-1/8

9-1/8

11

13

16

3-9/16

3-9/16

3-9/16

3-9/16

3-9/16

5-3/8

7-1/8

9-1/8

11

13

16

11

7-1/8

9-1/8

13

16

5-3/8

HWUH816

1-5/8 5-3/8

1-5/8

1-5/8

1-5/8

1-5/8

1-5/8

2-5/8

2-5/8

2-5/8

2-5/8

2-5/8

2-5/8

3-1/8

3-1/8

HWUH86

HWUH88

HWUH810

HWUH812

HWUH814

HWUH68

HWUH610

HWUH612

HWUH614

HWUH616

HWUH410

HWUH412

HWUH414

HWUH416

HWUH66

HWUH212-2

HWUH214-2

HWUH216-2

HWUH46

HWUH48

USPStock No.

8 x 16

HWUH26

HWUH28

HWUH210

HWUH212

HWUH214

HWUH216

HWUH36

HWUH38

HWUH310

HWUH312

HWUH314

HWUH316

HWUH26-2

HWUH28-2

HWUH210-2

8 x 6

8 x 8

8 x 10

8 x 12

8 x 14

6 x 8

6 x 10

6 x 12

6 x 14

6 x 16

4 x 10

4 x 12

4 x 14

4 x 16

6 x 6

(2) 2 x 12

(2) 2 x 14

(2) 2 x 16

4 x 6

4 x 8

Beam/Joist Size

--

2 x 4 - 6

2 x 8

2 x 10

2 x 12

2 x 14

2 x 16

3 x 6

3 x 8

3 x 10

3 x 12

3 x 14

3 x 16

(2) 2 x 6

(2) 2 x 8

(2) 2 x 10

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

Ref. No.

--

--

--

--

--

--

--

--

--

4 10d

4 10d

4 10d

4 10d

4 10d

4 10d

4 10d

4 10d

4 10d

4 10d

4 10d

4 10d

4 10d

4 10d

4 10d

10d

4 10d

4 10d

4 10d

4 10d

4 10d

4

4 10d

4 10d

4 10d

4 10d

4 10d

4 10d

4 10d

4 10d

4 10d

10d x 1-1/2

4 10d x 1-1/2

4 10d x 1-1/2

Beam/Joist Size

USPStock No.

Wood Roof

4 10d x 1-1/2

4 10d x 1-1/2

4

--

--

--

--

--

7-1/8

9-1/8

CodeRef.

SupportedMember


InstallationTypeRef. No.

Dimensions(in) Supporting Member

Fastener Schedule2

4 10d x 1-1/2

--

Specialty Options Chart Refer to Specialty Options pages 245 and 247-248 for additional details.

Option Skewed1,3 Sloped Seat2 Sloped / Skewed1,2,3 Saddle

Range 1˚ to 45˚ 1˚ to 45˚ See Sloped Seat and Skewed --



to product number.Ex. HWUH410_SA=5-1/2"

% of table load:60%75%85%


to product number.Ex. HWUH410_SL30D

See Sloped Seat and Skewed.Ex. HWUH410_SK45R_SQ_SL30D

Add OS, and right (R) or left (L),to product number.Ex. HWUH410_OSL


Top Flange Offset

--

AllowableLoads

Ordering

100% of table load



Ex. HWUH410_SK45R_SQ

100% of table load 100% of table load

Hanger Width

3-1/2" or less3-9/16" to 5-1/2"5-9/16"˝ to 7-1/2"

Hangers

147

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MPH Masonry Hangers

These hangers are designed to support standard lumber joists, I-Joists, or beams. Easy installation into concrete block walls makes the MPH an attractive alternative to fabricating seats in masonry (or attaching ledgers) to support joists or beams.

Materials: 12 gaugeFinish: USP primerOptions: All nominal lumber sizes are available for rough full size lumber. See Specialty Options Chart on page 148.Codes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• 16d duplex nails are not supplied with MPH hangers.• Place hanger into position on top of concrete block.

Install (2) 16d duplex nails (0.162" dia. x 3-1⁄2" double head) through the top flange nail holes. Then continue laying the next course of block.

• A minimum of one course shall be laid over hanger top flange and one course below hanger top flange. Courses adjacent to the top flange shall be subsequently grouted.

• These products do not provide uplift resistance.

Typical MPHsingle ply installation

Typical MPHdouble ply installation

Install with (2) 16d duplex nails in grouted cells

Install with (2) 16d duplex nails in grouted cell

Floor

Ref. No. W H L Qty Type Qty Type 100% 115% 125%

2 x 10 MPH210 WM210 12 1-9/16 9-1/4 7 2 16d duplex 2 10d x 1-1/2 2585 2620 2645 2 x 12 MPH212 WM212 12 1-9/16 11-1/4 7 2 16d duplex 2 10d x 1-1/2 2585 2620 2645 2 x 14 MPH214 WM214 12 1-9/16 13-1/8 7 2 16d duplex 2 10d x 1-1/2 2585 2620 2645 2 x 16 MPH216 WM216 12 1-9/16 15-1/8 7 2 16d duplex 2 10d x 1-1/2 2585 2620 2645 (2) 2 x 10 MPH210-2 WM210-2 12 3-1/8 9-1/4 7 2 16d duplex 2 10d 4280 4280 4280 (2) 2 x 12 MPH212-2 WM212-2 12 3-1/8 11-1/4 7 2 16d duplex 2 10d 4280 4280 4280 (2) 2 x 14 MPH214-2 WM214-2 12 3-1/8 13-1/8 7 2 16d duplex 2 10d 4280 4280 4280 (2) 2 x 16 MPH216-2 WM216-2 12 3-1/8 15-1/8 7 2 16d duplex 2 10d 4280 4280 4280 3 x 10 MPH310 WM310 12 2-9/16 9-1/4 7 2 16d duplex 2 10d x 1-1/2 3240 3240 3240 3 x 12 MPH312 WM312 12 2-9/16 11-1/4 7 2 16d duplex 2 10d x 1-1/2 3240 3240 3240 3 x 14 MPH314 WM314 12 2-9/16 13-1/8 7 2 16d duplex 2 10d x 1-1/2 3240 3240 3240 3 x 16 MPH316 WM316 12 2-9/16 15-1/8 7 2 16d duplex 2 10d x 1-1/2 3240 3240 3240 4 x 10 MPH410 WM410 12 3-9/16 9-1/4 7 2 16d duplex 2 10d 4280 4280 4280 4 x 12 MPH412 WM412 12 3-9/16 11-1/4 7 2 16d duplex 2 10d 4280 4280 4280 4 x 14 MPH414 WM414 12 3-9/16 13-1/8 7 2 16d duplex 2 10d 4280 4280 4280 4 x 16 MPH416 WM416 12 3-9/16 15-1/8 7 2 16d duplex 2 10d 4280 4280 4280 6 x 10 MPH610 WM610 12 5-9/16 9-1/4 7 2 16d duplex 2 10d 4280 4280 4280

1-1/2 x 9-1/4 MPH210 WM29.25 12 1-9/16 9-1/4 7 2 16d duplex 2 10d x 1-1/2 2585 2620 2645 1-1/2 x 9-1/2 MPH1595 WM29.5 12 1-9/16 9-1/2 7 2 16d duplex 2 10d x 1-1/2 2585 2620 2645 1-1/2 x 11-1/4 MPH212 WM211.25 12 1-9/16 11-1/4 7 2 16d duplex 2 10d x 1-1/2 2585 2620 2645 1-1/2 x 11-7/8 MPH15118 WM211.88 12 1-9/16 11-7/8 7 2 16d duplex 2 10d x 1-1/2 2585 2620 2645 1-1/2 x 14 MPH1514 -- 12 1-9/16 14 7 2 16d duplex 2 10d x 1-1/2 2585 2620 2645 1-3/4 x 9-1/2 MPH1795 WM9 12 1-13/16 9-1/2 7 2 16d duplex 2 10d x 1-1/2 2975 3010 3035 1-3/4 x 11-7/8 MPH17118 WM11 12 1-13/16 11-7/8 7 2 16d duplex 2 10d x 1-1/2 2975 3010 3035 1-3/4 x 14 MPH1714 WM14 12 1-13/16 14 7 2 16d duplex 2 10d x 1-1/2 2975 3010 3035 1-3/4 x 16 MPH1716 WM16 12 1-13/16 16 7 2 16d duplex 2 10d x 1-1/2 2975 3010 3035

1) Masonry compressive strength shall be minimum 1500 psi. 2) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d duplex nails are 0.162" dia. x 3-1/2" long, double headed nails and shall be installed in grouted cells in accordance to manufacturer's installation specifications.

Floor


2-5/16 x 9-1/2 MPH2395 -- 12 2-3/8 9-1/2 7 2 16d duplex 2 10d x 1-1/2 3855 3890 3915 2-5/16 x 11-7/8 MPH23118 WM3511.88 12 2-3/8 11-7/8 7 2 16d duplex 2 10d x 1-1/2 3855 3890 3915 2-5/16 x 14 MPH2314 WM3514 12 2-3/8 14 7 2 16d duplex 2 10d x 1-1/2 3855 3890 3915 2-5/16 x 16 MPH2316 WM3516 12 2-3/8 16 7 2 16d duplex 2 10d x 1-1/2 3855 3890 3915 2-5/16 x 18 MPH2318 WM3518 12 2-3/8 18 7 2 16d duplex 2 10d x 1-1/2 3855 3890 3915 2-5/16 x 20 MPH2320 WM3520 12 2-3/8 20 7 2 16d duplex 2 10d x 1-1/2 3855 3890 3915 2-1/2 x 9-1/4 MPH25925 -- 12 2-1/2 9-1/4 7 2 16d duplex 2 10d x 1-1/2 4145 4180 4205 2-1/2 x 9-1/2 MPH2595 -- 12 2-1/2 9-1/2 7 2 16d duplex 2 10d x 1-1/2 4145 4180 4205 2-1/2 x 11-1/4 MPH25112 -- 12 2-1/2 11-1/4 7 2 16d duplex 2 10d x 1-1/2 4145 4180 4205 2-1/2 x 11-7/8 MPH25118 -- 12 2-1/2 11-7/8 7 2 16d duplex 2 10d x 1-1/2 4145 4180 4205 2-1/2 x 14 MPH2514 WMI314 12 2-1/2 14 7 2 16d duplex 2 10d x 1-1/2 4145 4180 4205 2-1/2 x 16 MPH2516 WMI316 12 2-1/2 16 7 2 16d duplex 2 10d x 1-1/2 4145 4180 4205 2-1/2 x 18 MPH2518 WMI318 12 2-1/2 18 7 2 16d duplex 2 10d x 1-1/2 4145 4180 4205 2-1/2 x 20 MPH2520 WMI320 12 2-1/2 20 7 2 16d duplex 2 10d x 1-1/2 4145 4180 4205 2-1/2 x 22 MPH2522 -- 12 2-1/2 22 7 2 16d duplex 2 10d x 1-1/2 4145 4180 4205 2-1/2 x 24 MPH2524 -- 12 2-1/2 24 7 2 16d duplex 2 10d x 1-1/2 4145 4180 4205 2-1/2 x 26 MPH2526 -- 12 2-1/2 26 7 2 16d duplex 2 10d x 1-1/2 4145 4180 4205 3 x 9-1/4 MPH210-2 WM29.25-2 12 3-1/8 9-1/4 7 2 16d duplex 2 10d 4280 4280 4280 3 x 9-1/2 MPH1595-2 WM29.5-2 12 3-1/8 9-1/2 7 2 16d duplex 2 10d 4280 4280 4280 3 x 11-1/4 MPH15112-2 WM211.25-2 12 3-1/8 11-1/4 7 2 16d duplex 2 10d 4280 4280 4280 3 x 11-7/8 MPH15118-2 WM211.88-2 12 3-1/8 11-7/8 7 2 16d duplex 2 10d 4280 4280 4280 3-1/2 x 12 MPH3512 WMI412 12 3-1/2 12 7 2 16d duplex 2 10d 4280 4280 4280 3-1/2 x 14 MPH3514 WMI414 12 3-1/2 14 7 2 16d duplex 2 10d 4280 4280 4280 3-1/2 x 16 MPH3516 WMI416 12 3-1/2 16 7 2 16d duplex 2 10d 4280 4280 4280 3-1/2 x 18 MPH3518 WMI418 12 3-1/2 18 7 2 16d duplex 2 10d 4280 4280 4280 3-1/2 x 20 MPH3520 WMI420 12 3-1/2 20 7 2 16d duplex 2 10d 4280 4280 4280 3-1/2 x 9-1/4 MPH410 WM410 12 3-9/16 9-1/4 7 2 16d duplex 2 10d 4280 4280 4280 3-1/2 x 11-1/4 MPH412 WM412 12 3-9/16 11-1/4 7 2 16d duplex 2 10d 4280 4280 4280 3-1/2 x 9-1/2 MPH1795-2 WM3.56/9.5 12 3-5/8 9-1/2 7 2 16d duplex 2 10d 4280 4280 4280 3-1/2 x 11-7/8 MPH17118-2 WM3.56/11.88 12 3-5/8 11-7/8 7 2 16d duplex 2 10d 4280 4280 4280 4-5/8 x 11-7/8 MPH23118-2 WM3511.88-2 12 4-5/8 11-7/8 7 2 16d duplex 2 10d 4280 4280 4280 4-5/8 x 14 MPH2314-2 WM3514-2 12 4-5/8 14 7 2 16d duplex 2 10d 4280 4280 4280 4-5/8 x 16 MPH2316-2 WM3516-2 12 4-5/8 16 7 2 16d duplex 2 10d 4280 4280 4280 4-5/8 x 18 MPH2318-2 WM3518-2 12 4-5/8 18 7 2 16d duplex 2 10d 4280 4280 4280 4-5/8 x 20 MPH2320-2 WM3520-2 12 4-5/8 20 7 2 16d duplex 2 10d 4280 4280 4280 5-1/4 x 9-1/2 MPH5595 WM5.50/9.5 12 5-5/8 9-1/2 7 2 16d duplex 2 10d 4280 4280 4280 5-1/4 x 11-7/8 MPH55118 WM5.50/11.88 12 5-5/8 11-7/8 7 2 16d duplex 2 10d 4280 4280 4280 7 x 9-1/2 MPH3595-2 WMI49.5-2 12 7-1/8 9-1/2 8 2 16d duplex 2 10d 4280 4280 4280 7 x 11-1/4 MPH35112-2 WMI411.25-2 12 7-1/8 11-1/4 8 2 16d duplex 2 10d 4280 4280 4280 7 x 11-7/8 MPH35118-2 WMI411.88-2 12 7-1/8 11-7/8 8 2 16d duplex 2 10d 4280 4280 4280 7 x 14 MPH3514-2 WMI414-2 12 7-1/8 14 8 2 16d duplex 2 10d 4280 4280 4280 7 x 16 MPH3516-2 WMI416-2 12 7-1/8 16 8 2 16d duplex 2 10d 4280 4280 4280 7 x 18 MPH3518-2 WMI418-2 12 7-1/8 18 8 2 16d duplex 2 10d 4280 4280 4280

3-1/8 x glulam MPH325 -- 12 3-1/4 specify 7 2 16d duplex 2 10d 4280 4280 4280 5-1/8 x glulam MPH525 -- 12 5-1/4 specify 7 2 16d duplex 2 10d 4280 4280 4280


SteelGauge

Roof

8, F4, R10

Dimensions (in)

SteelGauge

Block Joist

Roof

Fastener Schedule2 DF/SPAllowable Loads (Lbs.)1

Engineered Lumber Sizes

Standard Lumber Sizes

Glulam Sizes8, F4, R10

Beam/Joist Size

USPStock No.

CodeRef.

8, F4, R10


Dimensions (in) Fastener Schedule2 DF/SPAllowable Loads (Lbs.)1Block

8, F4, R10

CodeRef.

Joist

Beam/Joist Size

USPStock No.


Hangers

MPH

H

2-1/2"

3-3/4"

W

L

148

Hang

ers

Copyright © 2018 M


MPH Masonry Hangers

Floor


2 x 10 MPH210 WM210 12 1-9/16 9-1/4 7 2 16d duplex 2 10d x 1-1/2 2585 2620 2645 2 x 12 MPH212 WM212 12 1-9/16 11-1/4 7 2 16d duplex 2 10d x 1-1/2 2585 2620 2645 2 x 14 MPH214 WM214 12 1-9/16 13-1/8 7 2 16d duplex 2 10d x 1-1/2 2585 2620 2645 2 x 16 MPH216 WM216 12 1-9/16 15-1/8 7 2 16d duplex 2 10d x 1-1/2 2585 2620 2645 (2) 2 x 10 MPH210-2 WM210-2 12 3-1/8 9-1/4 7 2 16d duplex 2 10d 4280 4280 4280 (2) 2 x 12 MPH212-2 WM212-2 12 3-1/8 11-1/4 7 2 16d duplex 2 10d 4280 4280 4280 (2) 2 x 14 MPH214-2 WM214-2 12 3-1/8 13-1/8 7 2 16d duplex 2 10d 4280 4280 4280 (2) 2 x 16 MPH216-2 WM216-2 12 3-1/8 15-1/8 7 2 16d duplex 2 10d 4280 4280 4280 3 x 10 MPH310 WM310 12 2-9/16 9-1/4 7 2 16d duplex 2 10d x 1-1/2 3240 3240 3240 3 x 12 MPH312 WM312 12 2-9/16 11-1/4 7 2 16d duplex 2 10d x 1-1/2 3240 3240 3240 3 x 14 MPH314 WM314 12 2-9/16 13-1/8 7 2 16d duplex 2 10d x 1-1/2 3240 3240 3240 3 x 16 MPH316 WM316 12 2-9/16 15-1/8 7 2 16d duplex 2 10d x 1-1/2 3240 3240 3240 4 x 10 MPH410 WM410 12 3-9/16 9-1/4 7 2 16d duplex 2 10d 4280 4280 4280 4 x 12 MPH412 WM412 12 3-9/16 11-1/4 7 2 16d duplex 2 10d 4280 4280 4280 4 x 14 MPH414 WM414 12 3-9/16 13-1/8 7 2 16d duplex 2 10d 4280 4280 4280 4 x 16 MPH416 WM416 12 3-9/16 15-1/8 7 2 16d duplex 2 10d 4280 4280 4280 6 x 10 MPH610 WM610 12 5-9/16 9-1/4 7 2 16d duplex 2 10d 4280 4280 4280

1-1/2 x 9-1/4 MPH210 WM29.25 12 1-9/16 9-1/4 7 2 16d duplex 2 10d x 1-1/2 2585 2620 2645 1-1/2 x 9-1/2 MPH1595 WM29.5 12 1-9/16 9-1/2 7 2 16d duplex 2 10d x 1-1/2 2585 2620 2645 1-1/2 x 11-1/4 MPH212 WM211.25 12 1-9/16 11-1/4 7 2 16d duplex 2 10d x 1-1/2 2585 2620 2645 1-1/2 x 11-7/8 MPH15118 WM211.88 12 1-9/16 11-7/8 7 2 16d duplex 2 10d x 1-1/2 2585 2620 2645 1-1/2 x 14 MPH1514 -- 12 1-9/16 14 7 2 16d duplex 2 10d x 1-1/2 2585 2620 2645 1-3/4 x 9-1/2 MPH1795 WM9 12 1-13/16 9-1/2 7 2 16d duplex 2 10d x 1-1/2 2975 3010 3035 1-3/4 x 11-7/8 MPH17118 WM11 12 1-13/16 11-7/8 7 2 16d duplex 2 10d x 1-1/2 2975 3010 3035 1-3/4 x 14 MPH1714 WM14 12 1-13/16 14 7 2 16d duplex 2 10d x 1-1/2 2975 3010 3035 1-3/4 x 16 MPH1716 WM16 12 1-13/16 16 7 2 16d duplex 2 10d x 1-1/2 2975 3010 3035


Floor


2-5/16 x 9-1/2 MPH2395 -- 12 2-3/8 9-1/2 7 2 16d duplex 2 10d x 1-1/2 3855 3890 3915 2-5/16 x 11-7/8 MPH23118 WM3511.88 12 2-3/8 11-7/8 7 2 16d duplex 2 10d x 1-1/2 3855 3890 3915 2-5/16 x 14 MPH2314 WM3514 12 2-3/8 14 7 2 16d duplex 2 10d x 1-1/2 3855 3890 3915 2-5/16 x 16 MPH2316 WM3516 12 2-3/8 16 7 2 16d duplex 2 10d x 1-1/2 3855 3890 3915 2-5/16 x 18 MPH2318 WM3518 12 2-3/8 18 7 2 16d duplex 2 10d x 1-1/2 3855 3890 3915 2-5/16 x 20 MPH2320 WM3520 12 2-3/8 20 7 2 16d duplex 2 10d x 1-1/2 3855 3890 3915 2-1/2 x 9-1/4 MPH25925 -- 12 2-1/2 9-1/4 7 2 16d duplex 2 10d x 1-1/2 4145 4180 4205 2-1/2 x 9-1/2 MPH2595 -- 12 2-1/2 9-1/2 7 2 16d duplex 2 10d x 1-1/2 4145 4180 4205 2-1/2 x 11-1/4 MPH25112 -- 12 2-1/2 11-1/4 7 2 16d duplex 2 10d x 1-1/2 4145 4180 4205 2-1/2 x 11-7/8 MPH25118 -- 12 2-1/2 11-7/8 7 2 16d duplex 2 10d x 1-1/2 4145 4180 4205 2-1/2 x 14 MPH2514 WMI314 12 2-1/2 14 7 2 16d duplex 2 10d x 1-1/2 4145 4180 4205 2-1/2 x 16 MPH2516 WMI316 12 2-1/2 16 7 2 16d duplex 2 10d x 1-1/2 4145 4180 4205 2-1/2 x 18 MPH2518 WMI318 12 2-1/2 18 7 2 16d duplex 2 10d x 1-1/2 4145 4180 4205 2-1/2 x 20 MPH2520 WMI320 12 2-1/2 20 7 2 16d duplex 2 10d x 1-1/2 4145 4180 4205 2-1/2 x 22 MPH2522 -- 12 2-1/2 22 7 2 16d duplex 2 10d x 1-1/2 4145 4180 4205 2-1/2 x 24 MPH2524 -- 12 2-1/2 24 7 2 16d duplex 2 10d x 1-1/2 4145 4180 4205 2-1/2 x 26 MPH2526 -- 12 2-1/2 26 7 2 16d duplex 2 10d x 1-1/2 4145 4180 4205 3 x 9-1/4 MPH210-2 WM29.25-2 12 3-1/8 9-1/4 7 2 16d duplex 2 10d 4280 4280 4280 3 x 9-1/2 MPH1595-2 WM29.5-2 12 3-1/8 9-1/2 7 2 16d duplex 2 10d 4280 4280 4280 3 x 11-1/4 MPH15112-2 WM211.25-2 12 3-1/8 11-1/4 7 2 16d duplex 2 10d 4280 4280 4280 3 x 11-7/8 MPH15118-2 WM211.88-2 12 3-1/8 11-7/8 7 2 16d duplex 2 10d 4280 4280 4280 3-1/2 x 12 MPH3512 WMI412 12 3-1/2 12 7 2 16d duplex 2 10d 4280 4280 4280 3-1/2 x 14 MPH3514 WMI414 12 3-1/2 14 7 2 16d duplex 2 10d 4280 4280 4280 3-1/2 x 16 MPH3516 WMI416 12 3-1/2 16 7 2 16d duplex 2 10d 4280 4280 4280 3-1/2 x 18 MPH3518 WMI418 12 3-1/2 18 7 2 16d duplex 2 10d 4280 4280 4280 3-1/2 x 20 MPH3520 WMI420 12 3-1/2 20 7 2 16d duplex 2 10d 4280 4280 4280 3-1/2 x 9-1/4 MPH410 WM410 12 3-9/16 9-1/4 7 2 16d duplex 2 10d 4280 4280 4280 3-1/2 x 11-1/4 MPH412 WM412 12 3-9/16 11-1/4 7 2 16d duplex 2 10d 4280 4280 4280 3-1/2 x 9-1/2 MPH1795-2 WM3.56/9.5 12 3-5/8 9-1/2 7 2 16d duplex 2 10d 4280 4280 4280 3-1/2 x 11-7/8 MPH17118-2 WM3.56/11.88 12 3-5/8 11-7/8 7 2 16d duplex 2 10d 4280 4280 4280 4-5/8 x 11-7/8 MPH23118-2 WM3511.88-2 12 4-5/8 11-7/8 7 2 16d duplex 2 10d 4280 4280 4280 4-5/8 x 14 MPH2314-2 WM3514-2 12 4-5/8 14 7 2 16d duplex 2 10d 4280 4280 4280 4-5/8 x 16 MPH2316-2 WM3516-2 12 4-5/8 16 7 2 16d duplex 2 10d 4280 4280 4280 4-5/8 x 18 MPH2318-2 WM3518-2 12 4-5/8 18 7 2 16d duplex 2 10d 4280 4280 4280 4-5/8 x 20 MPH2320-2 WM3520-2 12 4-5/8 20 7 2 16d duplex 2 10d 4280 4280 4280 5-1/4 x 9-1/2 MPH5595 WM5.50/9.5 12 5-5/8 9-1/2 7 2 16d duplex 2 10d 4280 4280 4280 5-1/4 x 11-7/8 MPH55118 WM5.50/11.88 12 5-5/8 11-7/8 7 2 16d duplex 2 10d 4280 4280 4280 7 x 9-1/2 MPH3595-2 WMI49.5-2 12 7-1/8 9-1/2 8 2 16d duplex 2 10d 4280 4280 4280 7 x 11-1/4 MPH35112-2 WMI411.25-2 12 7-1/8 11-1/4 8 2 16d duplex 2 10d 4280 4280 4280 7 x 11-7/8 MPH35118-2 WMI411.88-2 12 7-1/8 11-7/8 8 2 16d duplex 2 10d 4280 4280 4280 7 x 14 MPH3514-2 WMI414-2 12 7-1/8 14 8 2 16d duplex 2 10d 4280 4280 4280 7 x 16 MPH3516-2 WMI416-2 12 7-1/8 16 8 2 16d duplex 2 10d 4280 4280 4280 7 x 18 MPH3518-2 WMI418-2 12 7-1/8 18 8 2 16d duplex 2 10d 4280 4280 4280

3-1/8 x glulam MPH325 -- 12 3-1/4 specify 7 2 16d duplex 2 10d 4280 4280 4280 5-1/8 x glulam MPH525 -- 12 5-1/4 specify 7 2 16d duplex 2 10d 4280 4280 4280


SteelGauge

Roof

8, F4, R10

Dimensions (in)

SteelGauge

Block Joist

Roof

Fastener Schedule2 DF/SPAllowable Loads (Lbs.)1


Standard Lumber Sizes

Glulam Sizes8, F4, R10

Beam/Joist Size

USPStock No.

CodeRef.

8, F4, R10


Dimensions (in) Fastener Schedule2 DF/SPAllowable Loads (Lbs.)1Block

8, F4, R10

CodeRef.

Joist

Beam/Joist Size

USPStock No.

Specialty Options Chart – Refer to Specialty Options pages 245, 247-248 for additional details.

Option Skewed1,3 Sloped Seat2 Sloped / Skewed1,2,3 Top Flange Offset

Range 1˚ to 60˚ 1˚ to 45˚ See Sloped Seat and Skewed


--

See Sloped Seat and Skewed.Ex. MPH210_SK45R_SQ_SL30D

Add OS, andright (R) or left (L), to product number.Ex. MPH210_OSL

Allowable Loads

Ordering

100% of table load

Add SK, angle required,right (R ) or left (L ), and


Ex. MPH210_SK45R_SQ


to product number.Ex. MPH210_SL30D

100% of table load 100% of table load

Hanger Width3-1/2" or less

3-9/16" to 5-1/2"5-9/16" to 7-1/2"

% of table load:60%75%85%


2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails.

3) For skewed hangers, the required cut type (square or bevel) of joist member may vary based on skew angle and width of hanger. Some square cut hangers will require custom pricing due to welded back plate.

Hangers

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UMH Universal Masonry Hangers

A versatile solution for hanging beams from masonry walls. Face mount design allows hanger to be used with beam heights from 16" to 24". Available in a variety of widths for solid sawn, glulam, or engineered lumber beams.

Materials: 3 gaugeFinish: USP primerCodes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• Fully grouted and reinforced concrete block or cast-in-place

concrete with a minimum of (1) #5 rebar continuous to footing with standard hook at bolt locations.

• Minimum joist bearing length is 3-1/2".


Ref. No. Qty Qty Type 100% 115% 125% 160% 100% 115% 125% 160%

UMH358 MBHU3.56/16KT, MBHU3.56/18KT

3 3-5/8 2 3/4 16 16d 3550 3550 3550 3550 6380 6380 6380 4815

UMH458 -- 3 4-5/8 2 3/4 16 16d 3550 3550 3550 3550 6380 6380 6380 4815 UMH538 -- 3 5-3/8 2 3/4 16 16d 3550 3550 3550 3550 6380 6380 6380 4815

UMH558 MBHU5.50/16KT, MBHU5.50/18KT

3 5-5/8 2 3/4 16 16d 3550 3550 3550 3550 6380 6380 6380 4815

UMH718 -- 3 7-1/8 2 3/4 16 16d 3550 3550 3550 3550 6380 6380 6380 4815

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Fasten UMH hanger to concrete structure with (2) 3/4" dia. Powers Fasteners Wedge-Bolt+ or DeWalt Screw-Bolt+ screw anchors or equal with 5" minimum embedment. Screw anchors shall be installed in masonry with grouted cells in accordance with manufacturer's installation specifications. 3) NAILS: 16d nails are 0.162" dia. x 3-1/2" long.

Fastener Schedule DF/SP Allowable Loads (Lbs.)

Masonry - 2,500 psi Cast in Place Concrete - 3,000 psiHeader2 Joist3

CodeRef.

F25

RoofUSPStock No.

SteelGauge

RoofScrewAnchor

W(in)

Typical UMHinstallation

UMH

NFM Narrow Flange Masonry Hangers

NFM – Standard design.

NFM_U – High uplift design.

Materials: Top Flange – 3/8" steel; U-strap – 7 gaugeFinish: USP primerOptions: See Specialty Options Chart on page 146.Codes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• Designed for both concrete walls and grout-filled reinforced

CMU walls.• Bolts must be ordered separately.


Typical NFM installation

Typical NFM_U installation

NFM3


Hangers

15-1/2"

5"W

3-1/2" min joist bearing

5-1/4" min edge distance

2-3/4" screw anchors

(see footnote 2)

Bond beam with (1) #5 rebar continous

H

3-1/2"

5-1/2"

W

150

Hang

ers

Copyright © 2018 M


NFM Narrow Flange Masonry Hangers

Floor Uplift

Ref. No. W H Qty Type Qty Type 100% 115% 125% 160% NFM3X8 -- 3/8 7 3-1/8 7-1/4 1 1/2" J-Bolt 10 10d 6720 6720 6720 1415 NFM3X10 -- 3/8 7 3-1/8 9-1/4 1 1/2" J-Bolt 12 10d 6720 6720 6720 1415 NFM3X10U MBHA3.12/9.25 3/8 7 3-1/8 9-1/4 1 1/2" J-Bolt 5 1/2 7130 7130 7130 2580 NFM3X12 -- 3/8 7 3-1/8 11-1/4 1 1/2" J-Bolt 14 10d 6720 6720 6720 1415 NFM3X12U MBHA3.12/11.25 3/8 7 3-1/8 11-1/4 1 1/2" J-Bolt 5 1/2 7130 7130 7130 2580 NFM3 -- 3/8 7 3-3/8 11-3/4 1 1/2" J-Bolt 14 10d 7510 7510 7510 1415 NFM35X8 -- 3/8 7 3-5/8 7-1/4 1 1/2" J-Bolt 10 10d 7510 7510 7510 1415 NFM35X8U MBHA3.56/7.25 3/8 7 3-5/8 7-1/4 1 1/2" J-Bolt 3 1/2 7130 7130 7130 2580 NFM35X10 -- 3/8 7 3-5/8 9-1/4 1 1/2" J-Bolt 12 10d 7510 7510 7510 1415 NFM35X10U MBHA3.56/9.25 3/8 7 3-5/8 9-1/4 1 1/2" J-Bolt 5 1/2 7130 7130 7130 2580 NFM35X12 -- 3/8 7 3-5/8 11-1/4 1 1/2" J-Bolt 14 10d 7510 7510 7510 1415 NFM35X12U MBHA3.56/11.25 3/8 7 3-5/8 11-1/4 1 1/2" J-Bolt 5 1/2 7130 7130 7130 2580 NFM35X1178 -- 3/8 7 3-5/8 11-7/8 1 1/2" J-Bolt 14 10d 7510 7510 7510 1415 NFM35X1178U MBHA3.56/11.88 3/8 7 3-5/8 11-7/8 1 1/2" J-Bolt 5 1/2 7130 7130 7130 2580 NFM35X14 -- 3/8 7 3-5/8 14 1 1/2" J-Bolt 14 10d 7510 7510 7510 1415 130 NFM35X14U MBHA3.56/14 3/8 7 3-5/8 14 1 1/2" J-Bolt 5 1/2 7130 7130 7130 2580 NFM35X16 -- 3/8 7 3-5/8 16 1 1/2" J-Bolt 14 10d 7510 7510 7510 1415 NFM35X16U MBHA3.56/16 3/8 7 3-5/8 16 1 1/2" J-Bolt 5 1/2 7130 7130 7130 2580 NFM35X18 -- 3/8 7 3-5/8 18 1 1/2" J-Bolt 14 10d 7510 7510 7510 1415 NFM35X18U MBHA3.56/18 3/8 7 3-5/8 18 1 1/2" J-Bolt 5 1/2 7130 7130 7130 2580 NFM6X8U MBHA5.50/7.25 3/8 7 5-5/8 7-1/4 1 1/2" J-Bolt 3 1/2 10310 10310 10310 2580 NFM6X10U MBHA5.50/9.25 3/8 7 5-5/8 9-1/4 1 1/2" J-Bolt 5 1/2 10310 10310 10310 2580 NFM6X12U MBHA5.50/11.25 3/8 7 5-5/8 11-1/4 1 1/2" J-Bolt 5 1/2 10310 10310 10310 2580 NFM6X1178 -- 3/8 7 5-5/8 11-7/8 1 1/2" J-Bolt 14 10d 7510 7510 7510 1415 NFM6X1178U MBHA5.50/11.88 3/8 7 5-5/8 11-7/8 1 1/2" J-Bolt 5 1/2 10310 10310 10310 2580 NFM6X14U MBHA5.50/14 3/8 7 5-5/8 14 1 1/2" J-Bolt 5 1/2 10310 10310 10310 2580 NFM6X16 -- 3/8 7 5-5/8 16 1 1/2" J-Bolt 14 10d 7510 7510 7510 1415 NFM6X16U MBHA5.50/16 3/8 7 5-5/8 16 1 1/2" J-Bolt 5 1/2 10310 10310 10310 2580 NFM6X18 -- 3/8 7 5-5/8 18 1 1/2" J-Bolt 14 10d 7510 7510 7510 1415 NFM6X18U MBHA5.50/18 3/8 7 5-5/8 18 1 1/2" J-Bolt 5 1/2 10310 10310 10310 2580

1) Allowable loads are based on 2500 psi concrete or masonry. 2) Design loads are governed by test ultimate loads with a safety factor of three. 3) J-Bolt shall be cast-in-place and have a minimum 6" embedment and not less than 4" from the edge of concrete. 4) In addition to the J-Bolt, "U" models also require a 3/4" dia. ITW Ramset/Redhead Dyna Bolt sleeve anchor or equal with minimum 5-in embedment depth installed in the face. Bolt shall be installed in accordance with installation specifications provided by ITW Ramset. 5) Bolts shall conform to ASTM A 307 or better. 6) NAILS: 10d nails are 0.148" dia. x 3" long New products or updated product information are designated in blue font.

F9

F9

USPStock No.

RoofTopFlange

U-Strap

CodeRef.

DF/SPAllowable Loads (Lbs.)1,2Dimensions (in)Steel Gauge

Fastener Schedule

Header3,4,5 Joist6

Option USP Series Skewed1,2

Range NFM / NFMU 1˚ to 45˚

Allowable Loads NFM / NFMU 100% of table load

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) For skewed hangers, the required cut type (square or bevel) of joist member may vary based on skew angle and width of hanger. Some square cut hangers will require custom pricing due to welded back plate.

Ordering

Add SK, angle required, right (R ) or left (L ), and square cut (SQ ) or bevel cut (BV ) to product number.

Ex. NFM3_SK45R_BV

Add SK, angle required, right (R ) or left (L ), and square cut (SQ ) to product number. Ex.

NFM35X8U_SK45R_SQ

NFM

NFMU

Specialty Options Chart Refer to Specialty Options pages 245, 247-248 for additional details.

Hangers

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EWP Hangers

EWP Hangers

HangerType

USPSeries

SteelGauge F

ace

Mou

nt

Top

Mou

nt

Ske

wed

Slo

ped

For

med

Wel

ded

I-Jo

ist

Trus

s (2

x)

Floo

r Tru

ss 4

x

Glul

am LVL100%

DF/SP100%

18 910 - 2,735 910 - 2,73516 1,390 - 2,785 1,390 - 2,78512 2,285 - 3,050 2,285 - 3,050

THFI 18 • • • • 960 - 1,680 960 - 1,680 HUS 16 • • • • • • • • 5,510 5,510 HD 14 • • • • • • • • • • 1,850 - 5,195 1,625 - 4,270 HDQIF 14 • • • • • • • • • • • 3,340 - 5,605 3,340 - 5,605

14 5,850 - 7,045 5,850 - 7,04512 6,535 - 8,415 6,535 - 8,415

THDH 12 • • • • • • • • • 8,990 - 12,510 8,990 - 12,510 TFL 18 • • • • • • • 1,645 1,600

18 1,345 - 2,715 1,005 - 2,71516 1,030 - 2,330 1,030 - 2,70012 2,330 - 3,535 3,665 - 4,770

TFI 16 • • • • • • • • • 2,560 - 3,245 2,560 - 3,245 BPH 12 • • • • • • • • • • • • • • 3,120 - 3,485 2,705 - 3,485 HBPH 10 • • • • • • • • • • 6,930 - 7,000 6,930 - 7,000

PHM7 - Top Flange,

10 - Stirrup• • • • • • • • • • 3,535 - 3,745 2,865 - 3,390

PHXU 7 • • • • • • • • • • 4,420 - 6,650 4,425 - 5,285 HLBH 7 • • • • • • • 10,225 - 10,620 9,600

12 2,190 - 6,570 2,190 - 6,5707 6,500 - 12,000 6,500 - 12,000

HGU 7 • • • • • • • • • • 14,705 14,705

KLEG2 7 • • • • • • 11,940 11,940

KMEG2 7 • • • • • • 12,635 12,635

KEG2 1/4" - Top Flange,7 - Stirrup

• • • • • • 17,615 - 21,545 17,615 - 21,545

KHHB 7 • • • • • • 5,835 - 5,960 5,835 - 5,960 KGB 7 • • • • • • • 7,000 7,000 KHGB 7 • • • • • • • 7,000 7,000

KGLT3 - Top Flange,

7 - Stirrup• • • • • • • • 9,920 9,920

KHGLT3 - Top Flange,

7 - Stirrup• • • • • • 13,240 - 13,400 13,240 - 13,400

KGLS3 - Top Flange,

7 - Stirrup• • • • • • • 10,275 - 20,425 10,275 - 20,425

KHGLS3 - Top Flange,

7 - Stirrup • • • • • • 20,685 - 20,985 20,685 - 20,985

KGLST3 - Top Flange,

7 - Stirrup• • • • • • • 12,900 - 26,095 12,900 - 26,095

KHGLST3 - Top Flange,

7 - Stirrup• • • • • • 19,250 - 26,585 19,250 - 26,585

7 10,505 - 44,100 10,505 - 44,1003 22,040 - 54,180 22,040 - 54,1807 9,950 - 14,500 9,950 - 14,5003 20,145 20,145

LGU 10 • • • • • • • • • • 7,135 7,135 MGU 10 • • • • • • • • 9,515 9,515

18 685 - 1,180 685 - 1,18016 1,825 - 2,590 1,825 - 2,590

1) KHCST allowable loads are based on 160% load duration. 2) KEG, KLEG, KMEG hangers assume allowable loads with top flange. • Represents common applications and product configurations. Consult USP for additional applications and/or optional product configurations. New products or updated product information are designated in blue font.

LSSHSlope / Skew

TopMount

FaceMount

KHC

KHCST1

Glulam

GHF

THF

THD

THO

Header Material

SupportingMember

SupportedMember

Style Allowable Loads (Lbs.)

Range

Beam

/Joi

st/R

afte

r(r

ect s

hape

s)

Beam

/Joi

st/R

afte

r(r

ect s

hape

s)

I-Jo

ist

Trus

s (2

x)

Floo

r Tru

ss 4

x

Naile

r

Glul

am

Wal

l

Post

Rim

Joi

st

• •

•

• • •

• •

• • • • • • •

• • • • • • •

•

•

•••

•

•

• • •

•

•

• •

•

• •

• •

• •

•

•

• •

EWP Hanger Selector Guide

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Wood I-Joist Installation to WoodEWP Hangers

Sloped I-JoistsUse sloped seat hangers and beveled web stiffeners whenever the slope exceeds the following: 1/2:12 for seat bearing lengths of 2-1/2" or less; 3/8:12 for bearing lengths between 2-1/2" and 3-1/2"; and 1/4:12 for bearing lengths in excess of 3-1/2".

Multiple I-Joist PliesFasten together multiple plies of wood I-Joists, in accordance with the manufacturer’s installation guidelines, such that the joists act as a single unit.

I-Joist RotationIt may be necessary to install straps, blocking, or sheathing to restrain torsional rotation of a supporting wood I-Joist when using top mount I-Joist hangers.

FastenersInstall only the specified nails. The flanges of wood I-Joists may split if larger diameter nails or longer nails are installed. Do not install nails larger than 16d common wire nails (0.162" diameter) into the web stiffeners in the wood I-Joist.

Backer BlocksPattern the nails used to install backer blocks or web stiffeners in wood I-Joists to avoid splitting the block. The nail pattern should be sufficiently spaced to avoid the same grain line, particularly with solid sawn backer blocks. Backer blocks must be installed on wood I-Joist acting as the header, or supporting member. Install in accordance with the I-Joist manufacturer’s installation guidelines. The nails used to install hangers mounted to an I-Joist header must penetrate through the web and into the backer block on the opposite side.

The thickness of the hanger metal and nail heads on top mount hangers must be evaluated for the effect on subsequent sheathing. Ensure that the top mount hanger is installed so the flanges of the hanger are not over-spread which tends to elevate the supported I-Joist causing uneven

floor surfaces and squeaking. Similarly, ensure that the hanger is installed plumb such that the face flanges of the hanger are mounted firmly against the wide-face surface of the header.

Common Nailing Errors

Wrong AngleWhen a nail is driven into the bottom flange of the wood I-Joist parallel to the glue lines, separation of veneers can occur which substantially reduces the design loads of the connection.

Nail Too LongWhen using nails longer than USP’s recommended nails, bottom flange splitting may occur. Also, this can raise the wood I-Joist off the seat, resulting in uneven surfaces and squeaky floors along with reduced allowable loads.

Always secure wood I-Joist using 10d x 1-1⁄2" nail driven at a 30° to 45° angle and firmly seated

Top Flange Hangers

Correct Slant Nail Installation

!

!

Flush framing Hanger over-spread Hanger not plumb!!

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Support Height & Lateral StabilityEWP Hangers

Hangers for joists without web stiffeners must support the I-Joist’s top flange and provide lateral resistance with no less than 1⁄8" contact.

Hangers for joists with web stiffeners must support a minimum of 60% of joist depth or potential joist rotation must be addressed.

(Top flange support requirements can be verified in this section charts under Web stiffener Reqd. column.)

Correct Hanger Attachment to NailerA nailer or sill plate is considered to be any wood member attached to a steel beam, concrete block wall, concrete stem wall, or other structure unsuitable for nailing, which is used as a nailing surface for top mount hangers to hold beams or joists.

Nailer Sized CorrectlyTop flange of hanger is fully supported and recommended nails have full penetration into nailer, resulting in a carried member hanging safely at the proper height.

The nailer must be sized to fit the support width as shown and be of sufficient thickness to satisfy recommended top flange nailing requirements. A design professional must specify nailer attachment to steel beams.

Top flange not fully supported can cause nail breakout. Or, by fully supporting top flange, hanger is tilted back, causing lifting of carried member which results in uneven surfaces and squeaky floors.

Loading can cause cross grain breaking of nailer. The recommended nailer overhang is 1⁄4" maximum per side.

Top flange nailing cannot fully penetrate nailer, causing reduced allowable loads. Never use hangers which require multiple face nails since the allowable loads are dependent on all nail holes being used.

Nailer Installations

Wrong Nailer Size Causes Component Failure

Correct Attachment

Too Narrow Too Wide Too Thin!!!

1/8" maximum gap Resist lateral movement Web stiffener

1/4" max

60% min.

of joist depth

Joist depth

1/4" max

Avoid direct contact between hangers and

steel beams which may cause squeaks

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THFI Face Mount I-Joist Hangers

EWP Hangers

The THFI is a face mount hanger designed to attach EWP I-joist members to wood headers. The unique design of the THFI combines the installation ease of a top mount hanger with the installation flexibility of a face mount hanger. Because the side flanges extend to the top chord of the I-joist, web stiffeners are not required. The THFI hangers also feature strategically placed Seat Cleats® which lock the bottom flange of the I-joist to the hanger eliminating the need for joist nails to be installed.

The innovative top flange alignment tabs with the holding cleats assist the placing and alignment of the hanger prior to nailing by hanging onto the header with holding cleats biting into the wood. If the alignment tabs are not desired or a deeper height member is to be carried, the tabs can be easily bent out of the way. Alignment tabs do not contribute to the allowable design values of the THFI hangers.

Materials: 18 GaugeFinish: G90 galvanizingCodes: See page 10 for Code Reference ChartPatents: #5,564,248 & #9,206,594 B1

Installation:• Use all specified fasteners.• Alignment tabs are not structural and can be bent back

or removed to assist hanger placement.• Web stiffeners are not required for THFI hangers unless

specified by the I-joist manufacturer. Web stiffeners are not required for lateral stability.

• For additional uplift capacity, install (2) 10d x 1-1/2" nails through diamond holes and into the joist member. (web stiffeners required)

• THFI2514 model has diamond holes in the header flange for MIN/MAX nailing option. For the MAX nailing option, install nails in both the round and diamond shaped header holes.

Typical THFIinstallation

THFI2514

1-3/8"

Holding Cleats (Patent 9,206,594 B1)Guide tabs

for joist placement

Alignment tab

Speedprong

SeatCleats

Seat Cleats® lock I-joists into place for

positive seating

Stiffeningtab

Alignment tab

D

H

W

Diamond holes for maximum

nailing

Round holes for minimum

nailing

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THF Face Mount I-Joist Hangers

Designed to provide lateral support for the top chords of I-Joists in depths up to 16". Eliminates the need for web stiffeners in most applications (see Web Stiffener Reqd. column in EWP Face Mount Hanger Chart for specific applications).

Materials: See EWP Face Mount Hangers charts, pages 158-159.Finish: G90 galvanizingOptions: See Specialty Options chart.Codes: See page 10 for Code Reference ChartPatents: #5,564,248 (all models except doubles)


page 18.• Install 10d x 1-1⁄2" nails into joist through raised

dimple at 30° to 45° angle.• THF Min – Fill all round nail holes.• THF Max – Fill all round and diamond holes.• Uplift capacity for THF single ply hangers installed

without joist nails = 85 lbs. Refer to THO, TFL, & THF Single Ply I-Joist Hangers Technical Bulletin.

Typical THF I-Joist to joist installation

THF single

Typical THF double I-Joist to LVL installation

THF double


1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) For skewed hangers, the required cut type (square or bevel) of joist member may vary based on skew angle and width of hanger. Some square cut hangers will require custom pricing due to welded back plate. 4) Modifications to THF hangers do not feature seat cleats.


to product number.Example: THF23925_SL30D

See Sloped Seat and SkewedExample:

THF23925_SK45R_BV_SL30D

Add IF,to product number.

Example: THF23925_IF



100% of table load

Not available inwidths less than 2-1/4"

1˚ to 45˚


members end grain.



See Sloped Seat and SkewedRange

Allowable Loads

Ordering

Add SK , angle required,right (R) or left (L) , and


Example: THF23925_SK45R_BV



Specialty Options Chart – refer to Specialty Options pages 245-246 for additional details.

Raised Dimple nail holes allow 30° to 45° nailing

into I-Joist bottom flange.

Seat Cleat® helps lock I-Joist into place for positive seating and

nailing ease.

H

W D

EWP Hangers

Additional diamond nail holes for

maximum nailing

Standard round nail holes for minimum

nailing


H

W

D

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HD / HDQIF Face Mount Hangers

HD – Designed to support LVL, LSL, and PSL beams and headers in medium load conditions.

HDQIF – inverted flange face mount hangers fasten to LVL, LSL and PSL beams and headers with WS Wood Screws.

Ma terials: See EWP Face Mount Hangers charts, pages 160-161.

Finish: G90 galvanizingOptions: See Specialty Options chart.Codes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• WS15 and WS3 Wood Screws are supplied with HDQIF hangers.• HD Min – Fill all round nail holes.• HD Max – Fill all round and diamond nail holes.

Designed for medium load conditions. Extended 3" deep seat provides extra truss bearing.



page 18.• Joist nails must be driven at a 30° to 45° angle

through the joist into the header to achieve listed loads. Standard length “double shear” nails must be used to achieve listed load values.


1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) For skewed hangers, the required cut type (square or bevel) of joist member may vary based on skew angle and width of hanger. Some square cut hangers will require custom pricing due to welded back plate. 4) HD option hangers may be manufactured as welded products to achieve listed loads. Welded products have a primer finish. New products or updated product information are designated in blue font.

Range

Allowable Loads





members end grain.



2-1/4" widths or greater(Widths < 2-1/4" may be available as a Custom,

contact USP)

100% of table load

1˚ to 45˚



OrderingAdd IF,

to product number.Example: HD410_IF



Example: HD410_SK45R_SQ


to product number.Example: HD410_SL30D

See Sloped Seat and SkewedExample:

HD410_SK45R_SQ_SL30D

HDQIF

Typical HUSinstallation

Typical HDQIFinstallation

Typical HUS double shear installation

Typical HDinstallation

HD

HUS

HD Specialty Options Chart – refer to Specialty Options pages 245-246 for additional details.

HUS Face Mount Hangers

Drive joist nails into header at 30° to 45° to

achieve listed loads.

2"

H

W

3"

Raised dimple allows 30°

to 45° nailing

EWP Hangers

WD

H

3"

H

W

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THD / THDH Face Mount Hangers

THD – Medium capacity hanger for LVL, LSL, and PSL beams.

THDH – Heavy capacity hanger for LVL, LSL, and PSL beams.

Materials: See EWP Face Mount Hangers charts, pages 160-161.Finish: G90 galvanizingOp tions: Rough/ Full sizes available for THD series. THD

hangers with widths greater than 3" can have one flange inverted with no load reduction. Specify left (L) or (R) flange. See Specialty Options chart.

Codes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• THDH – Drive joist nails into header at 30° to 45° to achieve

listed loads.



illustration shown

Option USP Series Skewed1,3,4 Sloped Seat2 Sloped / Skewed1,2,3,4 Inverted Flange

THDH N/A

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. All skewed THDH hangers have nails on one side only. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) THDH models - Skewed hangers typically require a bevel cut. A square cut option may be available as a custom. 4) THD models - For skewed hangers, the required cut type (square or bevel) of joist member may vary based on skew angle and width of hanger. Some square cut hangers will require custom pricing due to welded back plate.

Add IF, one flange, right (R) and left (L),

Ex. THD410_IFR

1˚ to 45˚ 1˚ to 45˚ See Sloped Seat and Skewed

N/A

65% of table load

85% of table load.50% of table uplift load.


members end grain.

85% of table load



Ex. THDH410_SK45R_BV


to product number.Ex: THDH410_SL30D

65% of table load

N/A52% of table load52% of table load.

50% of table uplift load.

Not available in widthsless than 3". Widths greater

can have one flange inverted.

See Sloped Seat and SkewedEx. THDH410_SK45R_BV_SL30D

THD

THDH

Ordering

Range

AllowableLoads

THDH

THD

THD

Typical THDHinstallation

Typical THDinstallation

THD double or largerTypical THDH double shear installation

THD singleTHDH26-2

Drive joist nails into header at 30° to 45° to

achieve listed loads.

H

DW


2-1/2"

H

D

W

EWP Hangers

H

DW

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I-Joist Charts Face Mount Hangers

Dimensions (in)

Ref. No. W H D Qty Type Qty Type 100% 115% 125% 100% 115% 125%

Min 8 10d 2 10d x 1-1/2 930 1065 1160 255 810 935 1015 200

Max 12 10d 2 10d x 1-1/2 1390 1600 1740 255 1215 1400 1430 200

Min 8 10d 2 10d x 1-1/2 930 1065 1160 255 810 935 1015 200

Max 16 10d 2 10d x 1-1/2 1855 2135 2165 255 1480 1510 1530 200

Min 12 10d 2 10d x 1-1/2 1390 1600 1740 255 1215 1400 1520 200

Max 20 10d 2 10d x 1-1/2 2105 2140 2165 255 1480 1510 1530 200

Min 8 10d 2 10d x 1-1/2 930 1065 1160 255 810 935 1015 200

Max 12 10d 2 10d x 1-1/2 1390 1600 1740 255 1215 1400 1430 200

Min 8 10d 2 10d x 1-1/2 930 1065 1160 255 810 935 1015 200

Max 16 10d 2 10d x 1-1/2 1855 2135 2320 255 1585 1615 1635 200

Min 12 10d 2 10d x 1-1/2 1390 1600 1740 255 1215 1400 1520 200

Max 20 10d 2 10d x 1-1/2 2265 2300 2320 255 1585 1615 1635 200

Min 8 10d 2 10d x 1-1/2 930 1065 1160 255 810 935 1015 200

Max 12 10d 2 10d x 1-1/2 1390 1600 1740 255 1215 1400 1430 200

Min 8 10d 2 10d x 1-1/2 930 1065 1160 255 810 935 1015 200

Max 16 10d 2 10d x 1-1/2 1855 2135 2320 255 1625 1720 1740 200

Min 12 10d 2 10d x 1-1/2 1390 1600 1740 255 1215 1400 1520 200

Max 20 10d 2 10d x 1-1/2 2320 2455 2480 255 1690 1720 1740 200

1-3/4 x 16 THF17157 IUS1.81/16 -- 18 1-13/16 15-3/4 3-1/2 -- 24 10d 2 10d x 1-1/2 2785 3200 3480 255 2435 2800 2855 200

Min 8 10d 2 10d x 1-1/2 930 1065 1160 255 810 935 1015 200

Max 12 10d 2 10d x 1-1/2 1390 1600 1740 255 1215 1400 1430 200

Min 8 10d 2 10d x 1-1/2 930 1065 1160 255 810 935 1015 200

Max 16 10d 2 10d x 1-1/2 1855 2135 2320 255 1625 1865 1955 200

Min 12 10d 2 10d x 1-1/2 1390 1600 1740 255 1215 1400 1520 200

Max 20 10d 2 10d x 1-1/2 2320 2670 2790 255 1905 1935 1955 200

2 - 2-1/8 x 16 THF20157 IUS2.06/16 -- 18 2-1/8 15-3/4 3-3/8 -- 24 10d 2 10d x 1-1/2 2785 3200 3480 255 2435 2800 3045 200

2-5/16 x 9-1/2 THF23925 IUS2.37/9.5, MIU2.37/9, U3510/14

-- 18 2-5/16 9-3/16 2-1/2 -- 12 10d 2 10d x 1-1/2 1390 1600 1740 160 1215 1400 1520 130

2-5/16 x 11-7/8 THF23118 IUS2.37/11.88, MIU2.37/11, U3516/20

-- 18 2-5/16 11-3/16 2-1/2 -- 14 10d 2 10d x 1-1/2 1625 1870 2030 330 1420 1635 1730 260

2-5/16 x 14 THF23140 IUS2.37/14, MIU2.37/14

-- 16 2-5/16 13-1/2 2-1/2 -- 18 10d 2 10d x 1-1/2 2125 2445 2655 330 1860 2135 2320 260

2-5/16 x 16 THF23160 IUS2.37/16, MIU2.37/16

-- 16 2-5/16 15-9/16 2-1/2 -- 22 10d 2 10d x 1-1/2 2595 2905 2905 330 2270 2295 2295 260

2-5/16 x 18 - 28 THF23180 MIU2.37/18, MIU2.37/20

x 16 2-5/16 17-1/8 2-1/2 -- 24 10d 8 10d x 1-1/2 2830 3255 3540 1235 2475 2850 2910 990

2-1/2 x 9-1/4 - 9-1/2

THF25925 MIU2.56/9 -- 18 2-1/2 9-1/8 2-1/2 -- 12 10d 2 10d x 1-1/2 1390 1600 1740 160 1225 1410 1530 130

2-1/2 x 9-1/2 THFI2595 IUS2.56/9.25, IUS2.56/9.5

-- 18 2-5/8 9-1/2 2 -- 8 10d -- -- 960 1095 1180 120 845 950 950 95

2-1/2 x 11-1/4 - 11-7/8

THF25112 MIU2.56/11 -- 16 2-1/2 11-1/8 2-1/2 -- 14 10d 2 10d x 1-1/2 1625 1870 2030 330 1430 1645 1730 260

2-1/2 x 11-7/8 THFI25118 IUS2.56/11.88 -- 18 2-5/8 11-7/8 2 -- 10 10d -- -- 1200 1210 1210 120 950 950 950 95

2-1/2 x 13 THF25130 -- -- 16 2-1/2 12-1/4 2-1/2 -- 18 10d 2 10d x 1-1/2 2125 2445 2655 330 1870 2150 2335 260

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long. Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation. New products or updated product information are designated in blue font.

Joist Size(in)

2

2

Uplift1

160%Uplift1

160%

--

18

13-3/8

18

18

18

1-3/4

8-15/16

2

18

--

CodeRef.

1-1/2 9-1/16 2

1-1/2 11-1/16 2

5,F2,R52

2-1/8

2-1/8

2

2

1-5/8

1-3/4

1-3/4

USPStock

18

-- 18

--

Joist WebStiffReqd Ga

Header

MIU1.56/9

Fastener Schedule2

Min/Max

1-1/2

MIU1.56/11

2

10-15/16

2

2

2

13-1/2

9

11

13-7/16

S-P-F HeaderAllowable Loads (Lbs.)

18

--

--

--

--

18

DF/SP HeaderAllowable Loads (Lbs.)

1-5/8

1-5/8

IUS1.81/14

1-1/2 x 9-1/2

1-1/2 x 11-1/4 - 11-7/8

1-1/2 x 14

--

--

1-3/4 x 14

.

1-3/4 x 11-7/8

1-5/8 x 9-1/4 - 9-1/2

1-5/8 x 11-1/4 - 12

1-5/8 x 14

IUS1.81/9.5

IUS1.81/11.88

--

--

--

2 - 2-1/8 x 9-1/2

2 - 2-1/8 x 11-7/8

2 - 2-1/8 x 14

11-3/16

13-1/4

2-1/8 8-7/8-- 18 IUS2.06/9.5

IUS2.06/11.88

IUS2.06/14

-- 18

-- 18

THF20112

THF20140

THF16140

THF17925

THF17112

THF17140

THF20925

THF15925

THF15112

THF15140

THF16925

THF16112


EWP Hangers

H

WD

159

EWP Hangers

Copy

right

© 2

018

MiT

ek In

dust

ries,

Inc.

All

Righ

ts R

eser

ved


I-Joist Charts Face Mount Hangers

Dimensions (in)


Min 12 10d -- -- 1440 1640 1770 1265 1445 1555

Max 14 10d -- -- 1680 1915 2065 1480 1685 1795

THF25140 MIU2.56/14 -- 16 2-1/2 13-7/16 2-1/2 -- 18 10d 2 10d x 1-1/2 2125 2445 2655 330 1870 2150 2295 260

2-1/2 x 16 THF25160

IUS2.56/16, MIU2.56/16, MIU2.56/18, MIU2.56/20

-- 16 2-1/2 15-1/2 2-1/2 -- 22 10d 2 10d x 1-1/2 2595 2905 2905 330 2285 2295 2295 260

2-1/2 x 18 - 24 THF25160

IUS2.56/16, MIU2.56/16, MIU2.56/18, MIU2.56/20

x 16 2-1/2 15-1/2 2-1/2 -- 22 10d 2 10d x 1-1/2 2595 2905 2905 330 2285 2295 2295 260

2-5/8 x 9-1/4 - 9-1/2

THF26925 -- -- 18 2-5/8 9-1/16 2-1/2 -- 12 10d 2 10d x 1-1/2 1390 1600 1740 160 1225 1410 1530 130

2-5/8 x 11-1/4 - 11-7/8

THF26112 -- -- 18 2-5/8 11-1/16 2-1/2 -- 14 10d 2 10d x 1-1/2 1625 1870 2030 330 1430 1645 1730 260

2-5/8 x 14 THF26140 -- -- 16 2-5/8 13-3/8 2-1/2 -- 18 10d 2 10d x 1-1/2 2125 2445 2655 330 1870 2150 2290 260

2-5/8 x 16 THF26160 -- -- 16 2-5/8 15-7/16 2-1/2 -- 22 10d 2 10d x 1-1/2 2595 2905 2905 330 2285 2290 2290 260

3 x 9-1/4 - 14 THF15925-2 MIU3.12/9 x 16 3-1/8 9-3/16 2-1/2 -- 12 10d 6 10d 1415 1630 1770 1135 1240 1425 1550 990

3 x 11-1/4 - 14 THF15112-2 MIU3.12/11 x 16 3-1/8 10-13/16 2-1/2 -- 14 10d 6 10d 1650 1900 2065 1135 1445 1660 1805 990

3 x 14 THF15140-2 -- x 12 3-1/8 12-3/4 2-1/2 -- 18 10d 6 10d 2395 2755 2995 1275 2095 2395 2465 1115

3-1/4 x 9-1/4 - 14

THF16925-2 -- x 16 3-3/8 9-1/16 2-1/2 -- 12 10d 6 10d 1415 1630 1770 1135 1240 1425 1550 990

3-1/4 x 11-1/4 - 14

THF16112-2 -- x 16 3-3/8 10-3/4 2-1/2 -- 14 10d 6 10d 1650 1900 2065 1135 1445 1660 1805 990

3-1/4 x 14 THF16140-2 -- x 12 3-3/8 12-5/8 2-1/2 -- 18 10d 6 10d 2395 2755 2995 1275 2095 2410 2615 1115

3-1/2 x 9-1/4 - 9-1/2

THF35925 IUS3.56/9.5 -- 18 3-1/2 8-5/8 2-1/2 -- 12 10d 2 10d x 1-1/2 1390 1600 1740 225 1225 1410 1530 180

3-1/2 x 11-1/4 THF35112 IUS3.56/11.88 -- 18 3-1/2 10-5/8 2-1/2 -- 16 10d 2 10d x 1-1/2 1855 2135 2320 225 1635 1880 2040 180

3-1/2 x 14 THF35140 IUS3.56/14 -- 16 3-1/2 12-15/16 2-1/2 -- 20 10d 2 10d x 1-1/2 2360 2715 2950 225 2075 2390 2595 180

3-1/2 x 16 - 22 THF17157-2 -- x 12 3-5/8 15-3/4 2-1/2 -- 22 10d 6 10d 2925 3365 3660 1275 2560 2945 3200 1115

3-1/2 x 16 THF35157 IUS3.56/16 -- 16 3-1/2 15 2-1/2 -- 22 10d 2 10d x 1-1/2 2595 2985 3245 225 2285 2625 2855 180

3-1/2 x 18 - 26 THF35165 -- x 16 3-1/2 16-9/16 2-1/2 -- 24 10d 8 10d x 1-1/2 2830 3255 3540 1235 2490 2865 3115 985

4 - 4-3/16 x 9-1/2

THF20925-2 MIU4.12/9, MIU4.28/9

x 16 4-3/16 8-11/16 2-1/2 -- 12 10d 6 10d 1415 1630 1770 1135 1240 1425 1550 990

4 - 4-3/16 x 11-7/8

THF20112-2 MIU4.12/11, MIU4.28/11

x 16 4-3/16 11 2-1/2 -- 16 10d 6 10d 1890 2170 2360 1135 1650 1900 2065 990

4 - 4-3/16 x 14 THF20140-2

MIU4.12/14, MIU4.12/16, MIU4.28/14, MIU4.28/16

x 16 4-3/16 13-5/8 2-1/2 -- 20 10d 6 10d 2360 2715 2950 1135 2065 2375 2580 990

4-5/8 x 9-1/4 - 14

THF23925-2 U3510-2 x 16 4-3/4 8-3/8 2-1/2 -- 12 10d 6 10d 1415 1630 1770 1135 1240 1425 1550 990

4-5/8 x 11-1/4 - 16

THF23118-2 U3512-2 x 16 4-3/4 10-11/16 2-1/2 -- 16 10d 6 10d 1890 2170 2360 1135 1650 1900 2065 990

4-5/8 x 14 - 22 THF23140-2 MIU4.75/14 x 12 4-3/4 13-5/16 2-1/2 -- 20 10d 6 10d 2660 3060 3325 1275 2325 2675 2910 1115

4-5/8 x 16 - 26 THF23160-2 MIU4.75/16, MIU4.75/18, MIU4.75/20

x 12 4-3/4 15-15/16 2-1/2 -- 24 10d 6 10d 3190 3670 3790 1275 2790 3000 3000 1115

5 x 9-1/4 - 11-7/8

THF25925-2 MIU5.12/9 x 16 5-1/8 8-3/16 2-1/2 -- 12 10d 6 10d 1415 1630 1770 1135 1245 1435 1555 975

5 x 11-1/4 - 16 THF25112-2 MIU5.12/11 x 16 5-1/8 10-7/16 2-1/2 -- 16 10d 6 10d 1890 2170 2360 1135 1660 1910 2075 975

5 x 14 - 20 THF25140-2 MIU5.12/14 x 12 5-1/8 13-1/8 2-1/2 -- 20 10d 6 10d 2660 3060 3325 1235 2340 2690 2925 975

5 x 16 - 26 THF25160-2 MIU5.12/16, MIU5.12/18, MIU5.12/20

x 12 5-1/8 15-3/4 2-1/2 -- 24 10d 6 10d 3190 3670 3790 1235 2810 3000 3000 975

Min 14 6 2155 2430 2610 1305 1895 2140 2295 1035

Max 18 8 2770 3125 3355 1845 2440 2750 2950 1585

Min 16 6 2465 2780 2980 1305 2165 2445 2620 1035

Max 22 8 3390 3820 4100 1845 2980 3360 3605 1620

Min 20 8 3080 3475 3715 1845 2710 2940 2940 1585

Max 26 12 4005 4435 4435 2765 3520 3710 3710 2430

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation. New products or updated product information are designated in blue font.

Joist Size(in)

JoistUSP

StockCodeRef.

14 2 120

WebStiffReqd Ga


S-P-F HeaderAllowable Loads (Lbs.)Header

Fastener Schedule2

Min/Max

Uplift1

160%Uplift1

160%

7 x 9-1/4 - 14

7 x 11-1/4 - 16

7 x 14 - 20

HD7100

2-1/2 x 14

HD7120

HD7140

THFI2514

HU414-2 13

10-11/167-1/8

7-1/8

x

2-5/8

14

HU410-2 x 14 7-1/8

IUS2.56/14

HU412-2

95

9

x 14

5,F2,R5

16d 16d

16d 16d

16d 16d

2-1/2

2-1/2

2-1/2

-- 18

EWP Hangers

H

WD

160

EWP

Hang

ers

Copyright © 2018 M


SCL Charts Face Mount Hangers

Dimensions (in)


Min 12 4 1850 2085 2235 760 1625 1835 1890 610

Max 16 8 2465 2780 2980 1180 2165 2445 2620 955

Min 18 6 2770 3125 3355 1170 2440 2645 2695 950

Max 24 10 3695 4170 4320 1900 3020 3165 3255 1540

HD17925IF -- x 14 1-13/16 9-1/8 -- -- 18 16d 6 10d x 1-1/2 2540 2775 2775 1065 2195 2195 2195 840 130

HDQ179IF HUCQ1.81/9-SDS x 14 1-13/16 9 3 -- 8 WS3 4 WS15 3340 3605 3605 1110 2980 3010 3010 925 31, R1, F32

HUS179 HUS1.81/10 x 16 1-13/16 9-1/8 3 -- 30 16d 10 16d 5580 6040 6040 4110 4555 4880 4895 3390

Min 22 6 3390 3625 3685 1170 2555 2645 2695 950

Max 30 12 4320 4515 4640 1900 3255 3425 3535 1550

HD17112IF -- x 14 1-13/16 11-3/8 -- -- 22 16d 6 10d x 1-1/2 2900 3010 3080 1065 2785 2855 2855 840 130


HUS179 HUS1.81/10 x 16 1-13/16 9-1/8 3 -- 30 16d 10 16d 5580 6040 6040 4110 4555 4880 4895 3390

Min 28 8 3790 3920 4005 1550 2790 2905 2975 1255

Max 36 14 4580 4810 4955 1900 3485 3685 3815 1555

HD1714IF -- x 14 1-13/16 13-5/16 -- -- 26 16d 8 10d x 1-1/2 3140 3280 3380 1065 2860 2860 2860 845 130

HDQ1714IF -- x 14 1-13/16 13-3/8 3 -- 12 WS3 6 WS15 4660 4870 4955 2035 3355 3525 3635 1680 31, R1, F32

HUS179 HUS1.81/10 x 16 1-13/16 9-1/8 3 -- 30 16d 10 16d 5580 6040 6040 4110 4555 4880 4895 3390

Min 28 8 3790 3920 4005 1550 2790 2905 2975 1255

Max 36 14 4580 4810 4955 1900 3485 3685 3815 1555

HD1714IF -- x 14 1-13/16 13-5/16 -- -- 26 16d 8 10d x 1-1/2 3140 3280 3380 1065 2860 2860 2860 845 130

HDQ1714IF -- x 14 1-13/16 13-3/8 3 -- 12 WS3 6 WS15 4660 4870 4955 2035 3355 3525 3635 1680 31, R1, F32

Min 14 6 2155 2430 2610 1170 1895 2140 2295 940

Max 20 10 3080 3475 3715 1550 2710 2980 2980 1245

THDH27925 -- x 12 2-3/4 9-1/8 4 -- 46 16d 12 16d 9020 9020 9020 4445 7515 7900 7975 3560

Min 16 8 2465 2780 2980 1180 2165 2445 2620 945

Max 24 12 3695 4170 4435 1900 3250 3665 3760 1530

THDH27112 -- x 12 2-3/4 10-7/8 4 -- 56 16d 14 16d 9710 9710 9710 4445 7795 7795 7795 3570

Min 18 8 2770 3125 3355 1550 2440 2750 2950 1240

Max 26 12 4005 4435 4435 1900 3520 3760 3760 1530

THDH2714 -- x 12 2-3/4 12-1/4 4 -- 66 16d 16 16d 11185 11760 11760 5260 8530 9045 9390 4235

Min 14 6 2155 2430 2610 1170 1895 2140 2295 1030

Max 20 10 3080 3475 3715 1950 2710 2970 2970 1715

HDQ410IF HUCQ410-SDS x 14 3-9/16 9 3 -- 12 WS3 6 WS3 5015 5590 5590 2975 4670 4900 4900 2865 31, R1, F32

THD410 HHUS410 x 14 3-5/8 9-1/16 3 -- 38 16d 20 10d 5850 6600 7045 3905 5145 5680 5680 3235

THDH410 HGUS410 x 12 3-9/16 9-1/8 4 -- 46 16d 12 16d 9020 9020 9020 4445 7950 7950 7950 3545

Min 16 8 2465 2780 2980 1305 2165 2445 2620 1040

Max 24 12 3695 4170 4470 2340 3250 3665 3860 2060

HDQ412IF HUCQ412-SDS x 14 3-9/16 11 3 -- 14 WS3 6 WS3 5605 5605 5605 3280 4980 4980 4980 2775 31, R1, F32

THD412 -- x 14 3-5/8 11 3 -- 48 16d 20 10d 7045 7045 7045 3905 5680 5680 5680 3235

THDH412 HGUS412 x 12 3-9/16 10-1/2 4 -- 56 16d 14 16d 9710 9710 9710 5260 7765 7765 7765 4205

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) WS3 Wood Screws are 1/4" x 3" and are included with HDQ hangers. 3) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation. New products or updated product information are designated in blue font.

5,F2,R5

5,F2,R5

5,F2,R5

5,F2,R5

Joist Size(in)

CodeRef.

USPStock No. Ga

WebStiffReqd

Header JoistDF/SP Header

Allowable Loads (Lbs.)S-P-F Header


Uplift1

160%Uplift1

160%Min/Max


16d

HU9, MIU1.81/9

HD17925 2-1/2x 14 1-13/16

5, F2,R5

2-11/16 x 11-1/4 - 16

2-11/16 x 14 - 16

3-1/2 x 9-1/4 - 14

3-1/2 x 11-1/4 - 16

2-11/16 x 9-1/4 - 14

1-3/4 x 16

1-3/4 x 14

HD17112

13-5/16 2-1/2

1-3/4 x 11-1/4 - 11-7/8

10d HD410 MIU3.56/9 x 14 3-9/16 8-13/16 2-1/2 16d

x 14 2-3/4

10d x 1 1/29-1/8

16d 10d x 1 1/22-1/2

16d 10d x 1 1/2

1-3/4 x 7-1/4 HD1770 HU7 x 14 7-1/81-13/16 2-1/2

1-3/4 x 9-1/2

14 1-13/16 11-3/8 HU11, MIU1.81/11

16d

9-3/16 2-1/2

2-3/4

16d

3-9/16 10-13/16 2-1/214x

HD1714

HU14, MIU1.81/14, MIU1.81/16, MIU1.81/18, U14

x 14 1-13/16 13-5/16 2-1/2

16d

10d x 1 1/2

1-13/16

5,F2,R5

HD2714

5,F2,R5

11-3/16 2-1/2

2-1/2 HU2.75/14 x 14 2-3/4 13-3/16

HD27112 HU2.75/12 x 14

HU2.75/10 HD27925

x

MIU3.56/11 HD412 16d 10d

10d x 1 1/2

16d 10d x 1 1/2

HD1714

HU14, MIU1.81/14, MIU1.81/16, MIU1.81/18, U14

x 14

10d x 1 1/2

16d 10d x 1 1/2


EWP Hangers

H

WD

161

EWP Hangers

Copy

right

© 2

018

MiT

ek In

dust

ries,

Inc.

All

Righ

ts R

eser

ved

SCL Charts Face Mount Hangers

Dimensions (in)


Min 18 8 2770 3125 3355 1550 2440 2750 2950 1235

Max 26 12 4005 4515 4815 2340 3520 3860 3860 2060

THD414 -- x 14 3-5/8 12-7/8 3 -- 58 16d 20 10d 7045 7045 7045 3905 5680 5680 5680 3235

THDH414 HGUS414 x 12 3-9/16 13-1/16 4 -- 66 16d 16 16d 11760 11760 11760 5655 9420 9420 9420 4530

Min 22 10 3390 3820 4100 1950 2980 3360 3605 1715

Max 30 14 4620 4965 4965 2245 3990 3990 3990 1805

3-1/2 x 18 - 26 HD418 MIU3.56/18, MIU3.56/20

x 14 3-9/16 16-1/2 2-1/2 -- 28 16d 8 10d 4310 4815 4815 1560 3795 3835 3835 1375

Min 14 6 2155 2430 2610 1305 1895 2140 2295 1035

Max 20 10 3080 3475 3725 2305 2710 3055 3275 2025


THD610 HHUS5.50/10 x 12 5-1/2 9 3 -- 38 16d 20 10d 6535 7255 7745 4010 5750 6380 6810 3210

THDH610 HGUS5.25/10, HGUS5.50/10

x 12 5-1/2 9 4 -- 46 16d 16 16d 9020 9020 9020 5260 7930 7930 7930 4190

Min 16 8 2465 2780 2980 1305 2165 2445 2620 1040

Max 24 12 3695 4170 4470 2765 3250 3665 3930 2430


THD612 -- x 12 5-1/2 11 3 -- 48 16d 20 10d 8255 8860 8860 4010 7090 7090 7090 3210

THDH612 HGUS5.25/12, HGUS5.50/12

x 12 5-1/2 11 4 -- 56 16d 20 16d 9740 9740 9740 5260 7775 7775 7775 4200

Min 18 8 2770 3125 3355 1845 2440 2750 2950 1590

Max 26 12 4005 4515 4845 2765 3520 3970 4020 2430

THD614 -- x 12 5-1/2 12-7/8 3 -- 58 16d 20 10d 8860 8860 8860 4010 7090 7090 7090 3210

THDH614 HGUS5.50/14 x 12 5-1/2 13 4 -- 66 16d 22 16d 11760 11760 11760 5655 9400 9400 9400 4520

Min 22 10 3390 3820 4100 2305 2980 3360 3605 2025

Max 30 14 4620 4965 4965 3225 3975 3975 3975 2835

6-3/4 x 9 - 14

THDH6710 HGUS210-4, HGUS6.88/10

x 12 6-7/8 8-13/16 4 -- 46 16d 12 16d 9020 9020 9020 4445 7890 7890 7890 3520

6-3/4 x 11 - 18 THDH6712 HGUS212-4, HGUS6.88/12

x 12 6-7/8 10-13/16 4 -- 56 16d 14 16d 9020 9020 9020 5260 7900 7900 7900 4175

6-3/4 x 13 - 20

THDH6714 HGUS214-4, HGUS6.88/14

x 12 6-7/8 12-13/16 4 -- 66 16d 16 16d 11760 11760 11760 5655 9340 9340 9340 4490

Min 14 6 2155 2430 2610 1305 1895 2140 2295 1035

Max 18 8 2770 3125 3355 1845 2440 2750 2950 1585

THD7210 HHUS7.25/10 x 12 7-1/4 9 3 -- 38 16d 20 10d 6535 7255 7745 4010 5750 6380 6810 3200

THDH7210 HGUS7.25/10 x 12 7-1/4 9 4 -- 46 16d 12 16d 9020 9020 9020 4445 7890 7890 7890 3520

Min 16 6 2465 2780 2980 1305 2165 2445 2620 1035

Max 22 8 3390 3820 4100 1845 2980 3360 3605 1620

THDH7212 HGUS7.25/12 x 12 7-1/4 10-1/2 4 -- 56 16d 14 16d 9020 9020 9020 5260 7900 7900 7900 4170

Min 20 8 3080 3475 3715 1845 2710 2940 2940 1585

Max 26 12 4005 4435 4435 2765 3520 3710 3710 2430

THDH7214 HGUS7.25/14 x 12 7-1/4 12-1/4 4 -- 66 16d 16 16d 11760 11760 11760 5655 9335 9335 9335 4490

7 x 16 - 22 HD7160 -- x 14 7-1/8 15-5/8 2-1/2 -- 24 16d 8 10d 3695 4170 4435 1560 3250 3665 3695 1375

7 x 18 - 26 HD7180 -- x 14 7-1/8 17-3/4 2-1/2 -- 28 16d 8 10d 4310 4815 4815 1560 3795 3810 3810 1375

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) WS3 Wood Screws are 1/4" x 3" and are included with HDQ hangers. 3) NAILS: 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation. New products or updated product information are designated in blue font.

7 x 14 - 20

7 x 11-1/4 - 16

7 x 9-1/4 - 14

5-1/4 x 11-1/4 - 16

5,F2,R5

5-1/4 x 14 - 20

HD5212 -- x 14 5-3/8 9-7/8 2-1/2 16d16d

11-7/8 2-1/2 16d 16d

5-1/4 x 16 - 22 HD5216 -- x 14

CodeRef.

3-1/2 x 14 - 20

WebStiffReqd Ga


S-P-F HeaderAllowable Loads (Lbs.)

Uplift1

160%Uplift1

160%Joist Size

(in) Corr

osio

nFi

nishMin/

Max


Header Joist

USPStock No.

12-13/16 2-1/2 16d 10d MIU3.56/14 HD414 x 14 3-9/16

3-1/2 x 16 - 22

16d16d HD5210 -- x 14 5-3/8 7-7/8 2-1/2

x 14 MIU3.56/16 HD416

5-1/4 x 9-1/4 - 11-7/8

3-9/16 14-13/16 2-1/2 10d16d

5-3/8 13-7/8 2-1/2 16d 16d

-- HD5214 x 14 5-3/8

x 14 7-1/8 9 2-1/2

HD7140 HU414-2

HD7120 HU412-2

HD7100 HU410-2

13 2-1/27-1/814x

x 14 7-1/8 10-11/16

5,F2,R5

5,F2,R5

16d16d

16d16d

16d16d

2-1/2

EWP Hangers

H

WD




162

EWP

Hang

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Copyright © 2018 M


TFI / TFL / THO Top Mount Hangers

TFI & THO – Engineered for I-Joist to header applications. Offers full lateral support of the I-Joist top chord, eliminating the need for web stiffeners in most applications. Raised dimple nailing guides help assure correct 45° nailing into the I-Joist bottom flange. The THO’s feature the patented Seat Cleat® that allows for quick, positive seating. The Seat Cleat® will hold the I-Joist in place, eliminating spring back during nailing in the bottom flange.

TFL – Features 1-1/2" top flange depth that accommodates all header types as well as back-to-back installations. Also features USP’s patented Seat Cleat® for quick, positive seating.

Materials: See EWP Top Mount Hangers charts, pages 166-171.Finish: G90 galvanizingCodes: See page 10 for Code Reference ChartPatents: #5,564,248 – THO & TFL

Installation:• Use all specified fasteners. See Product Notes, page 18.• Refer to the top mount chart for applications requiring web stiffeners.• Requirements for web stiffener from the I-Joist manufacturer should be

followed, even if web stiffeners are not required in USP literature.• Uplift capacity for THO and TFL single ply hangers installed without joist

nails = 85 lbs. Refer to THO, TFL, & THF Single Ply I-Joist Hangers Technical Bulletin.

Typical THO installation Typical TFL installation

THO TFL

TFI

Qty Type Qty Type 100% 100%2X 6 10d x 1-1/2 2 10d x 1-1/2 1270 140 1090 1203X 6 16d x 2-1/2 2 10d x 1-1/2 1600 140 1230 120

(2) 2X 6 10d 2 10d x 1-1/2 1280 140 1100 1204X 6 16d 2 10d x 1-1/2 1600 140 1230 1202X 6 10d x 1-1/2 2 10d x 1-1/2 1360 230 1170 1953X 6 16d x 2-1/2 2 10d x 1-1/2 1335 230 1050 195

(2) 2X 6 16d x 2-1/2 2 10d x 1-1/2 1335 230 1050 1954X 6 16d 2 10d x 1-1/2 1335 230 1050 1952X 6 10d x 1-1/2 2 10d x 1-1/2 1455 360 1250 3103X 6 16d x 2-1/2 2 10d x 1-1/2 2335 500 2010 310

(2) 2X 6 10d 2 10d x 1-1/2 2370 500 2040 3104X 6 16d 2 10d x 1-1/2 2665 500 2290 4302X 6 10d x 1-1/2 2 10d x 1-1/2 1985 280 1660 2353X 10 16d x 2-1/2 2 10d x 1-1/2 2560 280 1660 235

(2) 2X 10 10d 2 10d x 1-1/2 2560 280 1660 2354X 6 16d 2 10d x 1-1/2 2560 360 2200 3104X 10 16d 2 10d x 1-1/2 3245 360 2200 310

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Listed loads shall not be increased. 3) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long, 16d x 2-1/2 nails are 0.162" dia. x 2-1/2" long. New products or updated product information are designated in blue font.

THO (Double)

TFI

Uplift1

160%Uplift1

160%

DF/ SP


S-P-F


THO

USPSeries

NailerSize

Fastener Schedule3

Header Joist

TFL

Nailer Options– chart represents maximum allowable loads for hangers used on wood nailers. Reference page 153.

Slant Nailingvia dimplenail holes

Diamondholes

Seat Cleat® helps lock I-Joist into

place for positive seating and nailing ease.

H

DW

2"

1-1/2"

EWP Hangers

DW

TF

H

WD

H

TF

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BPH / HBPH Top Mount Hangers

These hangers are used to support LVL, LSL, and PSL beams and headers in medium-to-heavy load conditions.

Materials: BPH – 12 gauge; HBPH – 10 gaugeFinish: G90 galvanizingCodes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• Refer to the top mount chart for applications requiring web stiffeners.• Requirements for web stiffener from the I-Joist manufacturer should

be followed, even if web stiffeners are not required in USP literature.• For welded installations, see page 249.

Typical BPHinstallation

Typical HBPHinstallation

BPH HBPHNailer Options– chart represents maximum allowable loads for hangers used on wood nailers. Reference page 153.

Specialty Options Chart– refer to Specialty Options pages 245 and 247 for additional details

Qty Type Qty Type 100% 100%2X 6 10d x 1-1/2 4 10d x 1-1/2 2080 230 1790 2003X 8 16d x 2-1/2 4 10d x 1-1/2 2360 535 2030 460

(2) 2X 8 10d 4 10d x 1-1/2 2310 535 1985 4604X 8 16d 4 10d x 1-1/2 2245 535 1930 4602X 8 10d x 1-1/2 10 16d 2540 -- 2135 --3X 12 16d x 2-1/2 10 10d 4500 -- 3780 --

(2) 2X 14 10d 10 16d 4140 1610 3480 13504X 16 16d 10 16d 5745 1610 4825 1350

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Listed loads shall not be increased. 3) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long, 16d x 2-1/2 nails are 0.162" dia. x 2-1/2" long. New products or updated product information are designated in blue font.

HBPH

BPH

Uplift1

160%Uplift1

160%

DF/SP


S-P-F


USPSeries

NailerSize

Fastener Schedule3

Header Joist

Option Skewed1,3 Sloped Seat2,3 Sloped / Skewed1,2,3 Sloped Top Flange4

Range 1˚ to 50˚ 1˚ to 45˚ See Sloped Seat and Skewed 0˚ to 45˚

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) For skewed hangers, the required cut type (square or bevel) of joist member may vary based on skew angle and width of hanger. Some square cut hangers will require custom pricing due to welded back plate. 4) Sloped top flanges with slopes greater than 15° may have additional header nails.

AllowableLoads

Ordering

100% of table load 100% of table load 100% of table load 100% of table load



Example: BPH3595_SK45R_SQ


to product number.Example:

BPH3595_SL30D

See Sloped Seat and Skewed.Example:

BPH3595_SK45R_SQ_SL30D

Add SF, angle requiredand right (R) or left (L),

to product number.Example:

BPH3595_SF30L

EWP Hangers

H

WD

TF

H

WD

TF

164

EWP

Hang

ers

Copyright © 2018 M


HLBH Beam Hangers

Heavy-duty hanger for LVL, LSL, and PSL beams.


Installation:• Use all specified fasteners. See Product Notes, page 18.• For welded installations, see page 249.• 16d ring shank nails are supplied with HLBH hangers.

Typical HLBHinstallation

HLBH

Fastener Schedule2

Qty Type Qty Type 100% 100%2x 7 10d x 1-1/2 6 10d x 1-1/2 6115 -- 5135 --3x 9 16d x 2-1/2 6 10d 6825 -- 5735 --

(2) 2x 11 10d 6 10d x 1-1/2 4385 -- 3685 --4X 11 NA16D-RS 6 10d x 1-1/2 9600 1390 8255 11954X 11 NA16D-RS 6 16d 9600 1605 8255 1380

1) Listed loads shall not be increased. 2) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, NA16D-RS nails are 0.148 dia, x 3-1/2" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.


S-P-FAllowable Loads (Lbs.)Header Joist

HLBH

USPSeries

NailerSize

Uplift160%

Uplift160%

Option Skewed1,3 Sloped Seat2,3 Sloped / Skewed1,2,3 Sloped Top Flange4 Top Flange Offset Saddle5 Ridge

Range 1˚ to 50˚ 1˚ to 45˚ See Sloped Seat and Skewed 0˚ to 45˚ -- -- 0˚ to 45˚

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) Skewed hangers typically require a bevel cut however, a square cut option may be available as a custom when requested. 4) Sloped top flanges with slopes greater than 15° may have additional header nails. 5) Minimum header thickness shall be double the top flange (TF) dimension for 100% table load.

Ordering


square cut (SQ) or bevel cut (BV) to

product number. Ex. HLBH3595_SK45R_BV

AllowableLoads

8070 lbs. Max.50% of uplift load on

skew greater than 15˚.


to product number.Ex.

HLBH3595_SF30L

7000 lbs. Max.6650 lbs. Max.

50% of uplift load onskew greater than 15˚.



HLBH3595_SL30D


HLBH3595_SK45R_BV_SL30D

Add OS, and right (R) or left (L),to product number.

Ex. HLBH3595_OSL

100% of tableload 45% of table load

100% of table loadper side.

See footnote 5.100% of table load



HLBH3595_SA=5-1/2"

Add DA, and angle required


HLBH3595_DA30


Specialty Options Chart– refer to Specialty Options pages 245, 247-248 for additional details

EWP Hangers

H

L

4-3/8"

D

TF

W

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PHM / PHXU Top Flange Hangers

Typical PHXUinstallation

PHXU

PHM

Nailer Options – chart represents maximum allowable loads for hangers used on wood nailers. Reference page 153.

Specialty Options Chart– refer to Specialty Options pages 245, 247-248 for additional details.

Used to connect LVL, LSL, and PSL beams to headers in medium load conditions using standard nails.

Materials: See EWP Top Mount Hangers charts, pages 166-173.Finish: USP primer; PHXU – G90 galvanizing.Codes: See page 10 for Code Reference ChartPatents: #6,463,711 B1 – PHXU

Installation:• Use all specified fasteners. See Product Notes, page 18.• For welded installations, see page 249.

Fastener Schedule3

Uplift Uplift

Qty Type Qty Type 100% 160% 100% 160%2X 2 10d x 1-1/2 2 10d x 1-1/2 3010 -- 2590 --3X 2 16d x 2-1/2 2 10d x 1-1/2 3570 -- 3070 --

(2) 2X 2 10d 2 10d x 1-1/2 3325 -- 2860 --4X 2 16d 2 10d x 1-1/2 3255 -- 2800 --2X 4 10d x 1-1/2 6 10d x 1-1/2 2585 -- 2170 --3X 6 16d x 2-1/2 6 10d x 1-1/2 3855 -- 3070 --

(2) 2X 6 10d 6 10d x 1-1/2 3590 -- 3015 --4X 8 16d 6 10d x 1-1/2 4420 1035 3070 8902X 4 10d x 1-1/2 6 10d 2765 -- 2325 --3X 6 16d x 2-1/2 6 10d 3895 -- 3270 --

(2) 2X 6 10d 6 10d 3785 -- 3180 --4X 8 16d 6 10d x 1-1/2 5285 970 3590 8354X 8 16d 6 10d 5285 1290 3590 1110

1) Listed loads shall not be increased. 2) Loads valid for hanger height ≤ 20". For hanger height ≥ 22", consult USP Engineering. 3) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long, 16d x 2-1/2 nails are 0.162" dia. x 2-1/2" long. New products or updated product information are designated in blue font.

PHXU widths < 3-1/2"

PHXU 2

widths > 3-1/2"

S-P-F


PHM

Header Joist

USPSeries

NailerSize

DF/SP


Option Skewed1,3,5 Sloped Seat2,3 Sloped / Skewed1,2,3 Sloped Top Flange4 Saddle5,6 RidgePHM 1˚ to 84˚ 0˚ to 45˚PHXU 1˚ to 60˚ N/A

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped/skewed hangers with slopes greater than 15° may have additional joist nails. 3) For skewed hangers, the required cut type (square or bevel) of joist member may vary based on skew angle and width of hanger. Some square cut hangers will require custom pricing due to welded back plate. 4) Sloped top flanges with slopes greater than 15° may have additional header nails. 5) Skewed, top flange offset, or saddle options will have a solid, welded top flange. 6) Minimum header thickness shall be double the top flange (TF) dimension for 100% table load. 7) PHXU offset option - hanger will be welded with a closed top angle, not formed.

Range

Allowable Loads


square cut (SQ) orbevel cut (BV) to product number.

Ex: PHXU1795_SK45R_SQ

Ordering

PHM

100% of table load

PHM

PHXU

100% of table load.See footnote 6.


Ex: PHXU1795_OSL

Add SL, slope required,

and up (U) or down (D), to

product number.Ex:

PHXU1795_SL30D

See Sloped Seatand Skewed.

Ex: PHXU1795_SK45R_SQ_SL30D


to product number.Ex:

PHXU1795_SF30L

100% of table load

100% of table load up toMax. load of 3900 lbs.

% oftable load

USPSeries

Hanger Width 3-1/2" or less 3-9/16" to 5-1/2" 5-9/16" to 7-1/2"

60%75%85%

Add DA, and angle required to product

number.Ex. PHXU1795_DA30

N/A

Top Flange Offset5,7


--0° to 35° --1˚ to 45˚


to product number.Ex:

PHXU1795_SA=5-1/2"

100% of table load

100% of table load

100% of table load up toMax. load of 2500 lbs.

PHXU

EWP Hangers

L

DW

H

TF

L

DW

TF

H

166

EWP

Hang

ers

Copyright © 2018 M



Fastener Schedule5

Uplift2

DF/SP

Ref. No. Ga W H D L TF Qty Type Qty Type LVL PSL LSL SPF DF/SP 160%

THO15925 -- -- 18 1-9/16 9-1/4 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1345 1290 1335 775 1005 1005 230

BPH15925 LBV1.56/9.25 x 12 1-9/16 9-1/4 2-3/8 -- 1-1/2 10 16d 4 10d x 1-1/2 3120 3065 3065 2095 -- 2705 625

THO15950 -- -- 18 1-1/2 9-1/2 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1345 1290 1335 840 1090 1090 270

BPH1595 LBV1.56/9.5 x 12 1-9/16 9-1/2 2-3/8 -- 1-1/2 10 16d 4 10d x 1-1/2 3120 3065 3065 2095 -- 2705 625

1-1/2 x 11-1/4 BPH15112 LBV1.56/11.25 x 12 1-9/16 11-1/4 2-3/8 -- 1-1/2 10 16d 4 10d x 1-1/2 3120 3065 3065 2095 -- 2705 625

THO15118 ITS1.56/11.88 -- 18 1-1/2 11-7/8 2 -- 1-9/16 6 10d 2 10d x 1-1/2 1345 1290 1335 930 1205 1205 270

BPH15118 LBV1.56/11.88 x 12 1-9/16 11-7/8 2-3/8 -- 1-1/2 10 16d 4 10d x 1-1/2 3120 3065 3065 2095 -- 2705 625

THO15140 -- -- 16 1-9/16 14 2-3/8 -- 1-1/2 10 10d 2 10d x 1-1/2 1030 1030 1030 795 1030 1030 230

BPH1514 LBV1.56/14 x 12 1-9/16 14 2-3/8 -- 1-1/2 10 16d 4 10d x 1-1/2 3120 3065 3065 2095 -- 2705 625

1-5/8 x 9-1/2 THO16950 -- -- 18 1-11/16 9-1/2 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1345 1290 1335 775 1005 1005 230

1-5/8 x 11-1/4 THO16112 -- -- 16 1-11/16 11-1/4 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1345 1290 1335 795 1030 1030 230

1-5/8 x 11-7/8 THO16118 -- -- 16 1-11/16 11-7/8 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1345 1290 1335 795 1030 1030 230

1-5/8 x 14 THO16140 -- -- 16 1-11/16 14 3 -- 1-3/4 10 10d 2 10d x 1-1/2 1030 1030 1030 790 1030 1030 230

1-3/4 x 7-1/4 PHXU17725 LBV1.81/7.25, WP1.81/7.25

x 7 1-13/16 7-1/4 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 4420 4425 4425 3245 -- 4425 1035

BPH17925 LBV1.81/9.25 x 12 1-13/16 9-1/4 2-3/8 -- 1-11/16 10 16d 4 10d x 1-1/2 3340 3395 3395 2345 -- 3030 625

PHM17925 WP9.25 x 7/10 1-13/16 9-1/4 2-1/2 7 3 2 16d 2 10d x 1-1/2 3535 3330 3080 2140 -- 2865 --

PHXU17925 WPU1.81/9.25 x 7 1-13/16 9-1/4 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 4420 4425 4425 3245 -- 4425 1035

THO17950 ITS1.81/9.5 -- 18 1-3/4 9-1/2 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1345 1290 1335 1030 1260 1260 270

BPH1795 BA1.81/9.5, LBV1.81/9.5, MIT9.5

x 12 1-13/16 9-1/2 2-3/8 -- 1-11/16 10 16d 4 10d x 1-1/2 3340 3395 3395 2345 -- 3030 625

PHM1795 WP9 x 7/10 1-13/16 9-1/2 2-1/2 7 3 2 16d 2 10d x 1-1/2 3535 3330 3080 2140 -- 2865 --

PHXU1795 -- x 7 1-13/16 9-1/2 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 4420 4425 4425 3245 -- 4425 1035

BPH17112 LBV1.81/11.25 x 12 1-13/16 11-1/4 2-3/8 -- 1-11/16 10 16d 4 10d x 1-1/2 3340 3395 3395 2345 -- 3030 625

PHM17112 -- x 7/10 1-13/16 11-1/4 2-1/2 7 3 2 16d 2 10d x 1-1/2 3535 3330 3080 2140 -- 2865 --

PHXU17112 WPU1.81/11.25 x 7 1-13/16 11-1/4 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 4420 4425 4425 3245 -- 4425 1035

THO17118 ITS1.81/11.88, MIT11.88

-- 18 1-3/4 11-7/8 2 -- 1-9/16 6 10d 2 10d x 1-1/2 1345 1290 1335 1070 1305 1305 270

BPH17118 BA1.81/11.88, LBV1.81/11.88

x 12 1-13/16 11-7/8 2-3/8 -- 1-11/16 10 16d 4 10d x 1-1/2 3340 3395 3395 2345 -- 3030 625

PHM17118 WP11 x 7/10 1-13/16 11-7/8 2-1/2 7 3 2 16d 2 10d x 1-1/2 3535 3330 3080 2140 -- 2865 --

PHXU17118 WPU1.81/11.88 x 7 1-13/16 11-7/8 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 4420 4425 4425 3245 -- 4425 1035

TFL1714 ITS1.81/14 -- 18 1-3/4 14 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1645 1600 1700 1230 1245 1600 140

BPH1714 BA1.81/14, LBV1.81/14, MIT1.81/14

x 12 1-13/16 14 2-3/8 -- 1-11/16 10 16d 4 10d x 1-1/2 3340 3395 3395 2345 -- 3030 625

PHM1714 WP14 x 7/10 1-13/16 14 2-1/2 7 3 2 16d 2 10d x 1-1/2 3535 3330 3080 2140 -- 2865 --

PHXU1714 -- x 7 1-13/16 14 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 4420 4425 4425 3245 -- 4425 1035

TFL1716 ITS1.81/16 -- 18 1-3/4 16 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1645 1600 1700 1230 1245 1600 140

BPH1716 B1.81/16, LBV1.81/16, MIT1.81/16

x 12 1-13/16 16 2-3/8 -- 1-11/16 10 16d 4 10d x 1-1/2 3340 3395 3395 2345 -- 3030 625

PHM1716 WP16 x 7/10 1-13/16 16 2-1/2 7 3 2 16d 2 10d x 1-1/2 3535 3330 3080 2140 -- 2865 --

2 - 2-1/8 x 9-1/2 TFL2095 ITS2.06/9.5 -- 18 2-1/8 9-1/2 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1645 1600 1700 1230 1245 1600 140

2 - 2-1/8 x 11-7/8

TFL20118 ITS2.06/11.88 -- 18 2-1/8 11-7/8 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1645 1600 1700 1230 1245 1600 140

2 - 2-1/8 x 14 TFL2014 ITS2.06/14 -- 18 2-1/8 14 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1645 1600 1700 1230 1245 1600 140

2 - 2-1/8 x 16 TFL2016 ITS2.06/16 -- 18 2-1/8 16 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1645 1600 1700 1230 1245 1600 140

2-1/4 - 2-5/16 x 9-1/2

TFL2395 ITS2.37/9.5 -- 18 2-5/16 9-1/2 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1645 1600 1700 1225 1245 1600 140

2-1/4 - 2-5/16 x 11-7/8

TFL23118 ITS2.37/11.88 -- 18 2-5/16 11-7/8 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1645 1600 1700 1225 1245 1600 140

TFL2314 ITS2.37/14 -- 18 2-5/16 14 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1645 1600 1700 1225 1245 1600 140

THO23140 LBV2.37/14 -- 18 2-3/8 14 2-3/8 -- 2 12 10d 2 10d x 1-1/2 2715 2715 2715 2085 2715 2715 265

TFI3514 MIT3514 -- 16 2-3/8 14 2-1/2 -- 2-1/16 6 16d 2 10d x 1-1/2 2560 2235 2265 1960 -- 2560 360 130

PHM2314 WP3514 x 7/10 2-3/8 14 2-1/2 7 3 2 16d 2 10d x 1-1/2 3570 3570 3080 2715 -- 2865 --

TFL2316 ITS2.37/16 -- 18 2-5/16 16 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1645 1600 1700 1225 1245 1600 140

TFI3516 MIT3516 -- 16 2-3/8 16 2-1/2 -- 2-1/16 6 16d 2 10d x 1-1/2 2560 2235 2265 1960 -- 2560 360

PHM2316 WP3516 x 7/10 2-3/8 16 2-1/2 7 3 2 16d 2 10d x 1-1/2 3570 3570 3080 2715 -- 2865 --

1) When I-joist is used as a header, all nails must be 10d x 1-1/2. 2) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted 3) Some listed loads may be increased for short-term loading. Refer to code evaluation reports for MiTek USA, Inc. for details. 4) When I-Joists with flanges less than 1-1/2" thick are used as headers, the published capacity shall be reduced. Contact USP for additional information. 5) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation. New products or updated product information are designated in blue font.

1-1/2 x 9-1/4

1-1/2 x 9-1/2

2-1/4 - 2-5/16 x 14

2-1/4 - 2-5/16 x 16

2,R12,F1

1-3/4 x 11-1/4

1-3/4 x 11-7/8

1-3/4 x 9-1/2

1-1/2 x 11-7/8

1-1/2 x 14

1-3/4 x 9-1/4

1-3/4 x 14

1-3/4 x 16

2, R12, F1

Joist Size(in)

DF I-Joist4

CodeRef.

Dimensions (in)

USPStock No.

Allowable Loads Header Type (Lbs.)1,3

Download 100% WebStiffReqd

Header Joist

EWP Hangers


H

W

L

TF

D

167

EWP Hangers

Copy

right

© 2

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MiT

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dust

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Inc.

All

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Fastener Schedule5

Uplift2

DF/SP


TFI3518 HIT3518, LBV2.37/18, MIT3518

-- 16 2-3/8 18 2-1/2 -- 2-1/16 6 16d 2 10d x 1-1/2 2560 2235 2265 1960 -- 2560 360

PHM2318 WP3518 x 7/10 2-3/8 18 2-1/2 7 3 2 16d 2 10d x 1-1/2 3570 3570 3080 2715 -- 2865 --

TFI3520 HIT3520, LBV2.37/20, MIT3520

-- 16 2-3/8 20 2-1/2 -- 2-1/16 6 16d 2 10d x 1-1/2 2560 2235 2265 1960 -- 2560 360

PHM2320 WP3520 x 7/10 2-3/8 20 2-1/2 7 3 2 16d 2 10d x 1-1/2 3570 3570 3080 2715 -- 2865 --

2-1/2 x 9-1/4 TFL25925 ITS2.56/9.25 -- 18 2-1/2 9-1/4 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1645 1600 1700 1225 1245 1600 140

2-1/2 x 9-3/8 TFL25938 -- -- 18 2-1/2 9-3/8 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1645 1600 1700 1225 1245 1600 140

2-1/2 x 9-1/2 TFL2595 ITS2.56/9.5 -- 18 2-1/2 9-1/2 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1645 1600 1700 1225 1245 1600 140

2-1/2 x 11-1/4 TFL25112 ITS2.56/11.25 -- 18 2-1/2 11-1/4 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1645 1600 1700 1225 1245 1600 140

TFL25118 ITS2.56/11.88 -- 18 2-1/2 11-7/8 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1645 1600 1700 1225 1245 1600 140

THO25118 MIT311.88 -- 16 2-9/16 11-7/8 2-3/8 -- 1-15/16 10 10d 2 10d x 1-1/2 1835 1835 1835 1405 1835 1835 265

2-1/2 x 13 TFL2513 ITS2.56/13 -- 18 2-1/2 13 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1645 1600 1700 1225 1245 1600 140

TFL2514 ITS2.56/14 -- 18 2-1/2 14 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1645 1600 1700 1225 1245 1600 140

THO25140 MIT314 -- 18 2-9/16 14 2-3/8 -- 2 12 10d 2 10d x 1-1/2 2715 2715 2715 2080 2715 2715 265

TFI314 -- -- 16 2-9/16 14 2-1/2 -- 2 6 16d 2 10d x 1-1/2 2560 2235 2265 1960 -- 2560 360 130

PHM2514 WPI314 -- 7/10 2-9/16 14 2-1/2 7 3 2 16d 2 10d x 1-1/2 3570 3570 3080 2715 -- 2865 --

TFL2516 ITS2.56/16 -- 18 2-1/2 16 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1645 1600 1700 1225 1245 1600 140

TFI316 LBV2.56/16, MIT316

-- 16 2-9/16 16 2-1/2 -- 2 6 16d 2 10d x 1-1/2 2560 2235 2265 1960 -- 2560 360

PHM2516 WPI316 -- 7/10 2-9/16 16 2-1/2 7 3 2 16d 2 10d x 1-1/2 3570 3570 3080 2715 -- 2865 --

2-1/2 x 18 TFI318 HIT318, LBV2.56/18, MIT318

-- 16 2-9/16 18 2-1/2 -- 2 6 16d 2 10d x 1-1/2 2560 2235 2265 1960 -- 2560 360

2-1/2 x 20 TFI320 HIT320, LBV2.56/20, MIT320

-- 16 2-9/16 20 2-1/2 -- 2 6 16d 2 10d x 1-1/2 2560 2235 2265 1960 -- 2560 360

2-1/2 x 22 TFI322 HIT322, LBV2.56/22, WPI322

-- 16 2-9/16 22 2-1/2 -- 2 10 16d 2 10d x 1-1/2 3245 2920 2950 2485 -- 3245 360

2-1/2 x 24 TFI324 HIT324, LBV2.56/24, WPI324

-- 16 2-9/16 24 2-1/2 -- 2 10 16d 2 10d x 1-1/2 3245 2920 2950 2485 -- 3245 360

2-1/2 x 26 TFI326 LBV2.56/26, WPI326

-- 16 2-9/16 26 2-1/2 -- 2 10 16d 2 10d x 1-1/2 3245 2920 2950 2485 -- 3245 360

2-5/8 x 9-1/2 THO26950 -- -- 18 2-11/16 9-1/2 2-3/8 -- 2 10 10d 2 10d x 1-1/2 1625 1625 1625 1245 1625 1625 265

2-5/8 x 11-7/8 THO26118 -- -- 16 2-11/16 11-7/8 2-3/8 -- 2 10 10d 2 10d x 1-1/2 1835 1835 1835 1405 1835 1835 265

2-5/8 x 14 THO26140 -- -- 18 2-11/16 14 2-3/8 -- 2 12 10d 2 10d x 1-1/2 2715 2715 2715 2080 2715 2715 265

2-5/8 x 16 THO26160 -- -- 18 2-11/16 16 2-3/8 -- 2 12 10d 2 10d x 1-1/2 2715 2715 2715 2080 2715 2715 265

PHXU27925 -- -- 7 2-3/4 9-1/4 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 6020 5785 6020 4540 -- 5285 970

HLBH27925 -- x 7 2-3/4 9-1/4 6 12 2-3/4 15 NA16D-RS 6 10d x 1-1/2 10225 10540 9600 6885 -- 9600 1380

PHXU2795 -- -- 7 2-3/4 9-1/2 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 6020 5785 6020 4540 -- 5285 970

HLBH2795 -- x 7 2-3/4 9-1/2 6 12 2-3/4 15 NA16D-RS 6 10d x 1-1/2 10225 10540 9600 6885 -- 9600 1380

PHXU27112 -- -- 7 2-3/4 11-1/4 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 6020 5785 6020 4540 -- 5285 970

HLBH27112 -- x 7 2-3/4 11-1/4 6 12 2-3/4 15 NA16D-RS 6 10d x 1-1/2 10225 10540 9600 6885 -- 9600 1380

PHXU27118 -- -- 7 2-3/4 11-7/8 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 6020 5785 6020 4540 -- 5285 970

HLBH27118 -- x 7 2-3/4 11-7/8 6 12 2-3/4 15 NA16D-RS 6 10d x 1-1/2 10225 10540 9600 6885 -- 9600 1380

PHXU2714 -- -- 7 2-3/4 14 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 6020 5785 6020 4540 -- 5285 970

HLBH2714 -- x 7 2-3/4 14 6 12 2-3/4 15 NA16D-RS 6 10d x 1-1/2 10225 10540 9600 6885 -- 9600 1380

PHXU2716 -- -- 7 2-3/4 16 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 6020 5785 6020 4540 -- 5285 970

HLBH2716 -- x 7 2-3/4 16 6 12 2-3/4 15 NA16D-RS 6 10d x 1-1/2 10225 10540 9600 6885 -- 9600 1380

BPH31925 LBV3.12/9.25 x 12 3-1/8 9-1/4 3 -- 2-1/8 10 16d 4 10d 3440 3510 3775 2640 -- 3440 625

PHXU31925 WP29.25-2 x 7 3-1/8 9-1/4 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 6020 5785 6020 4620 -- 5285 970 130

THO15950-2 MIT29.5-2 x 16 3-1/16 9-1/2 2-3/8 -- 1-1/2 10 16d 6 10d 2330 2490 2490 1905 2630 2500 1115

BPH3195 LBV3.12/9.5 x 12 3-1/8 9-1/2 3 -- 2-7/16 10 16d 4 10d 3440 3510 3775 2640 -- 3440 625

PHXU3195 WP29.5-2 x 7 3-1/8 9-1/2 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 6020 5785 6020 4620 -- 5285 970 130

BPH31112 LBV3.12/11.25 x 12 3-1/8 11-1/4 3 -- 2-1/8 10 16d 4 10d 3440 3510 3775 2640 -- 3440 625 2, R12, F1

PHXU31112 WP211.25-2 x 7 3-1/8 11-1/4 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 6020 5785 6020 4620 -- 5285 970 130

THO15118-2 MIT211.88-2 x 16 3-1/16 11-7/8 2-3/8 -- 1-1/2 10 16d 6 10d 2330 2465 2465 1890 2630 2490 1115

BPH31118 LBV3.12/11.88 x 12 3-1/8 11-7/8 3 -- 2-1/8 10 16d 4 10d 3440 3510 3775 2640 -- 3440 625

PHXU31118 WP211.88-2 x 7 3-1/8 11-7/8 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 6020 5785 6020 4620 -- 5285 970 130

1) When I-joist is used as a header, all nails must be 10d x 1-1/2. 2) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted 3) Some listed loads may be increased for short-term loading. Refer to code evaluation reports for MiTek USA, Inc. for details. 4) When I-Joists with flanges less than 1-1/2" thick are used as headers, the published capacity shall be reduced. Contact USP for additional information. 5) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, NA16D-RS nails are 0.148" x 3-1/2" long, 16d nails are 0.162" dia. x 3-1/2" long. Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation. New products or updated product information are designated in blue font.

USPStock No.

DF I-Joist4

CodeRef.

2-1/4 - 2-5/16 x 18

2-1/4 - 2-5/16 x 20

WebStiffReqd

Allowable Loads Header Type (Lbs.)1,3Dimensions (in)

Header Joist Download 100%

2,R12,F1

Joist Size(in)

2,R12,F1

2-1/2 x 11-7/8

2-1/2 x 14

2-1/2 x 16

3 x 11-7/8

2, R12,F1

2, R12,F1

2-11/16 x 14

2-11/16 x 16

3 x 9-1/4

3 x 9-1/2

3 x 11-1/4

2-11/16 x 9-1/4

2-11/16 x 9-1/2

2-11/16 x 11-1/4

2-11/16 x 11-7/8

EWP Hangers


H

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168

EWP

Hang

ers

Copyright © 2018 M



Fastener Schedule5

Uplift2

DF/SP


BPH3114 LBV3.12/14 x 12 3-1/8 14 3 -- 2-3/32 10 16d 4 10d 3440 3510 3775 2640 -- 3440 6252, R12,

F1

PHXU3114 -- x 7 3-1/8 14 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 6020 5785 6020 4620 -- 5285 970

3-1/2 x 7-1/4 PHXU35725 WPU3.56/7.25 x 7 3-9/16 7-1/4 3-1/4 10 2-1/2 8 16d 6 10d 6650 5785 6420 5105 -- 5285 1290

THO35925 ITS3.56/9.25 -- 16 3-9/16 9-1/4 2-3/8 -- 2-1/2 10 10d 2 10d x 1-1/2 2050 2050 2050 2370 2050 2050 265

BPH35925 BA410, LBV3.56/9.25

x 12 3-9/16 9-1/4 2-3/8 -- 2-3/8 10 16d 4 10d 3485 3510 3775 2675 -- 3485 815

HBPH35925 HB3.56/9.25 x 10 3-9/16 9-1/4 3-1/2 -- 3 22 16d 10 16d 7000 7000 7000 5295 -- 7000 2705 2, R12 PHM35925 WPI49.25 x 7/10 3-5/8 9-1/4 2-1/2 7 3 2 16d 2 10d 3745 3570 3080 2845 -- 3255 --

PHXU35925 HWI49.25, HWU3.56/9.25

x 7 3-9/16 9-1/4 3-1/4 10 2-1/2 8 16d 6 10d 6650 5785 6420 5105 -- 5285 1290

HLBH35925 GLTV3.56/9.25, HGLTV3.56/9.25

x 7 3-5/8 9-1/4 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10565 9600 7870 -- 9600 1420

3-1/2 x 9-3/8 THO35938 ITS3.56/9.37 -- 16 3-9/16 9-3/8 2-3/8 -- 2-9/16 10 10d 2 10d x 1-1/2 2050 2050 2050 2215 2050 2050 265

THO35950 ITS3.56/9.5 -- 16 3-9/16 9-1/2 2-3/8 -- 2-7/16 10 10d 2 10d x 1-1/2 2050 2050 2050 2370 2050 2050 265

THO17950-2 MIT49.5 x 16 3-9/16 9-1/2 2-3/8 -- 1-9/16 10 16d 6 10d 2330 2555 2555 1955 2630 2580 1115

BPH3595 LBV3.56/9.5 x 12 3-9/16 9-1/2 2-3/8 -- 2-3/8 10 16d 4 10d 3485 3510 3775 2675 -- 3485 815


PHXU3595 HWI49.5, HWU3.56/9.5

x 7 3-9/16 9-1/2 3-1/4 10 2-1/2 8 16d 6 10d 6650 5785 6420 5105 -- 5285 1290

HLBH3595 GLTV3.59, HGLTV3.59

x 7 3-5/8 9-1/2 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10565 9600 7870 -- 9600 1420

THO35112 ITS3.56/11.25 -- 16 3-9/16 11-1/4 2-3/8 -- 2-1/2 10 10d 2 10d x 1-1/2 2050 2050 2050 2370 2050 2050 265

BPH35112 BA412, LBV3.56/11.25

x 12 3-9/16 11-1/4 2-3/8 -- 2-3/8 10 16d 4 10d 3485 3510 3775 2675 -- 3485 815

HBPH35112 HB3.56/11.25 x 10 3-9/16 11-1/4 3-1/2 -- 3 22 16d 10 16d 7000 7000 7000 5295 -- 7000 2705 2, R12

PHXU35112 HWI411.25, HWU3.56/11.25, WPI411.25

x 7 3-9/16 11-1/4 3-1/4 10 2-1/2 8 16d 6 10d 6650 5785 6420 5105 -- 5285 1290

HLBH35112 GLTV3.56/11.25, HGLTV3.56/11.25

x 7 3-5/8 11-1/4 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10565 9600 7870 -- 9600 1420

THO35118 ITS3.56/11.88 -- 18 3-9/16 11-7/8 2-3/8 -- 2-1/2 10 10d 2 10d x 1-1/2 2050 2050 2050 2370 2050 2050 265

THO17118-2 MIT411.88 x 16 3-9/16 11-7/8 2-3/8 -- 1-9/16 10 16d 6 10d 2330 2355 2355 1815 2630 2375 1115

BPH35118 B3.56/11.88, BA3.56/11.88, LBV3.56/11.88

x 12 3-9/16 11-7/8 2-3/8 -- 2-3/8 10 16d 4 10d 3485 3510 3775 2675 -- 3485 815


PHXU35118 HWI411.88, HWU3.56/11.88, WPU3.56/11.88

x 7 3-9/16 11-7/8 3-1/4 10 2-1/2 8 16d 6 10d 6650 5785 6420 5105 -- 5285 1290


x 7 3-5/8 11-7/8 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10565 9600 7870 -- 9600 1420

THO35120 -- -- 18 3-9/16 12 2-3/8 -- 2-1/2 10 10d 2 10d x 1-1/2 2050 2050 2050 2370 2050 2050 265

BPH3512 HWI412, LBV3.56/12

x 12 3-9/16 12 2-3/4 -- 2-1/32 10 16d 6 10d 3430 3510 3775 2635 -- 3430 1140

HBPH3512 HB3.56/12 x 10 3-9/16 12 3-1/2 -- 3 22 16d 10 16d 7000 7000 7000 5295 -- 7000 2705 2, R12 PHXU3512 WPI412 x 7 3-9/16 12 3-1/4 10 2-1/2 8 16d 6 10d 6650 5785 6420 5105 -- 5285 1290


x 7 3-5/8 12 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10565 9600 7870 -- 9600 1420

3-1/2 x 13 THO35130 ITS3.56/13 -- 18 3-9/16 13 2-3/8 -- 2-1/2 10 10d 2 10d x 1-1/2 2050 2050 2050 2370 2050 2050 265

THO35140 ITS3.56/14 -- 18 3-9/16 14 2-3/8 -- 2-1/2 12 10d 2 10d x 1-1/2 2715 2715 2715 2075 2715 2715 265

TFI414 MIT414 -- 16 3-9/16 14 2-1/2 -- 2-1/8 6 16d 2 10d x 1-1/2 2560 2235 2265 1955 -- 2560 360

BPH3514 B3.56/14, BA3.56/14, LBV3.56/14

x 12 3-9/16 14 2-3/4 -- 2-1/32 10 16d 6 10d 3430 3510 3775 2635 -- 3430 1140

HBPH3514 HB3.56/14 x 10 3-9/16 14 3-1/2 -- 3 22 16d 10 16d 7000 7000 7000 5295 -- 7000 2705 2, R12 PHM3514 WPI414 x 7/10 3-5/8 14 2-1/2 7 3 2 16d 2 10d 3745 3570 3080 2845 -- 3255 --

PHXU3514 HWI414, HWU3.56/14, WPU3.56/14

x 7 3-9/16 14 3-1/4 10 2-1/2 8 16d 6 10d 6650 5785 6420 5105 -- 5285 1290


x 7 3-5/8 14 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10565 9600 7870 -- 9600 1420



WebStiffReqd

Dimensions (in)


3-1/2 x 11-1/4

2,R12,F1

3-1/2 x 11-7/8

2,R12,F1

3-1/2 x 9-1/2

3-1/2 x 14

2,R12,F1

3-1/2 x 12

2,R12,F1

2,R12,F1

Joist Size(in)

3-1/2 x 9-1/4

2, R12,F1

3 x 14

130

2,R12,F1

USPStock No.

DF I-Joist4

CodeRef.

EWP Hangers

H

W

L

TF

D


169

EWP Hangers

Copy

right

© 2

018

MiT

ek In

dust

ries,

Inc.

All

Righ

ts R

eser

ved


Fastener Schedule5

Uplift2

DF/SP


THO35160 ITS3.56/16 -- 18 3-9/16 16 2-3/8 -- 2-1/2 12 10d 2 10d x 1-1/2 2715 2715 2715 2075 2715 2715 265

TFI416 MIT416 -- 16 3-9/16 16 2-1/2 -- 2-1/8 6 16d 2 10d x 1-1/2 2560 2235 2265 1955 -- 2560 360

BPH3516 B3.56/16, BA3.56/16, LBV3.56/16

x 12 3-9/16 16 2-3/4 -- 2-1/32 10 16d 6 10d 3430 3510 3775 2635 -- 3430 1140


PHXU3516 HWI416, HWU3.56/16, WPU3.56/16

x 7 3-9/16 16 3-1/4 10 2-1/2 8 16d 6 10d 6650 5785 6420 5105 -- 5285 1290


x 7 3-5/8 16 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10565 9600 7870 -- 9600 1420

TFI418 HIT418, MIT418

-- 16 3-9/16 18 2-1/2 -- 2-1/8 6 16d 2 10d x 1-1/2 2560 2235 2265 1955 -- 2560 360

BPH3518 LBV3.56/18 x 12 3-9/16 18 2-3/4 -- 2-1/32 10 16d 6 10d 3430 3510 3775 2635 -- 3430 1140


PHXU3518 HWI418, HWU3.56/18, WPU3.56/18

x 7 3-9/16 18 3-1/4 10 2-1/2 8 16d 6 10d 6650 5785 6420 5105 -- 5285 1290


x 7 3-5/8 18 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10565 9600 7870 -- 9600 1420

TFI420 HIT420, MIT420

-- 16 3-9/16 20 2-1/2 -- 2-1/8 6 16d 2 10d x 1-1/2 2560 2235 2265 1955 -- 2560 360

BPH3520 LBV3.56/20 x 12 3-9/16 20 2-3/4 -- 2-1/32 10 16d 6 10d 3430 3510 3775 2635 -- 3430 1140


PHXU3520 HWI420, HWU3.56/20, WPU3.56/20

x 7 3-9/16 20 3-1/4 10 2-1/2 8 16d 6 10d 6650 5785 6420 5105 -- 5285 1290


x 7 3-5/8 20 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10565 9600 7870 -- 9600 1420

TFI422 HIT422 -- 16 3-9/16 22 2-1/2 -- 2-1/8 10 16d 2 10d x 1-1/2 3245 2920 2950 2480 -- 3245 360

BPH3522 LBV3.56/22 x 12 3-9/16 22 2-3/4 -- 2-1/32 10 16d 6 10d 3430 3510 3775 2635 -- 3430 1140

HBPH3522 HB3.56/22 x 10 3-9/16 22 3-1/2 -- 3 22 16d 10 16d 7000 7000 7000 5295 -- 7000 2705 2, R12

PHM3522 HWI422, WPI422

x 7/10 3-5/8 22 2-1/2 7 3 2 16d 2 10d 3745 3570 3080 2845 -- 3255 --

PHXU3522 WPU3.56/22 x 7 3-9/16 22 3-1/4 10 2-1/2 8 16d 6 10d 6650 5785 6420 5105 -- 5285 1290

TFI424 HIT424, LBV3.56/24

-- 16 3-9/16 24 2-1/2 -- 2-1/8 10 16d 2 10d x 1-1/2 3245 2920 2950 2480 -- 3245 360

BPH3524 -- x 12 3-9/16 24 2-3/4 -- 2-1/32 10 16d 6 10d 3430 3510 3775 2635 -- 3430 1140

HBPH3524 HB3.56/24 x 10 3-9/16 24 3-1/2 -- 3 22 16d 10 16d 7000 7000 7000 5295 -- 7000 2705 2, R12


x 7/10 3-5/8 24 2-1/2 7 3 2 16d 2 10d 3745 3570 3080 2845 -- 3255 --

PHXU3524 WPU3.56/24 x 7 3-9/16 24 3-1/4 10 2-1/2 8 16d 6 10d 6650 5785 6420 5105 -- 5285 1290

TFI426 -- -- 16 3-9/16 26 2-1/2 -- 2-1/8 10 16d 2 10d x 1-1/2 3245 2920 2950 2480 -- 3245 360

BPH3526 LBV3.56/26 x 12 3-9/16 26 2-3/4 -- 2-1/32 10 16d 6 10d 3430 3510 3775 2635 -- 3430 1140

HBPH3526 HB3.56/26 x 10 3-9/16 26 3-1/2 -- 3 22 16d 10 16d 7000 7000 7000 5295 -- 7000 2705 2, R12


x 7/10 3-5/8 26 2-1/2 7 3 2 16d 2 10d 3745 3570 3080 2845 -- 3255 --

PHXU3526 WPU3.56/26 x 7 3-9/16 26 3-1/4 10 2-1/2 8 16d 6 10d 6650 5785 6420 5105 -- 5285 1290


3-1/2 x 26

3-1/2 x 18

Header

3-1/2 x 22

3-1/2 x 20

3-1/2 x 16

3-1/2 x 24

Joist Size(in)

USPStock No.

WebStiffReqd


2, R12, F1

2,R12,F1

2,R12,F1

Joist Download 100%

2,R12,F1

2,R12,F1

2,R12,F1

2,R12,F1

DF I-Joist4

CodeRef.

EWP Hangers


H

W

L

TF

D

170

EWP

Hang

ers

Copyright © 2018 M



Fastener Schedule5

Uplift2

DF/SP


BPH3528 LBV3.56/28 x 12 3-9/16 28 2-3/4 -- 2-1/32 10 16d 6 10d 3430 3510 3775 2635 -- 3430 11402, R12,

F1

HBPH3528 HB3.56/28 x 10 3-9/16 28 3-1/2 -- 3 22 16d 10 16d 7000 7000 7000 5295 -- 7000 2705 2, R12


x 7/10 3-5/8 28 2-1/2 7 3 2 16d 2 10d 3745 3570 3080 2845 -- 3255 --

PHXU3528 WPU3.56/28 x 7 3-9/16 28 3-1/4 10 2-1/2 8 16d 6 10d 6650 5785 6420 5105 -- 5285 1290

BPH3530 LBV3.56/30 x 12 3-9/16 30 2-3/4 -- 2-1/32 10 16d 6 10d 3430 3510 3775 2635 -- 3430 1140

HBPH3530 HB3.56/30 x 10 3-9/16 30 3-1/2 -- 3 22 16d 10 16d 7000 7000 7000 5295 -- 7000 2705 2, R12


x 7/10 3-5/8 30 2-1/2 7 3 2 16d 2 10d 3745 3570 3080 2845 -- 3255 --

PHXU3530 -- x 7 3-9/16 30 3-1/4 10 2-1/2 8 16d 6 10d 6650 5785 6420 5105 -- 5285 1290

BPH3532 -- x 12 3-9/16 32 2-3/4 -- 2-1/32 10 16d 6 10d 3430 3510 3775 2635 -- 3430 1140


x 7/10 3-5/8 32 2-1/2 7 3 2 16d 2 10d 3745 3570 3080 2845 -- 3255 --

PHXU3532 -- x 7 3-9/16 32 3-1/4 10 2-1/2 8 16d 6 10d 6650 5785 6420 5105 -- 5285 1290 130

THO20950-2 LBV4.12/9.5, LBV4.28/9.5, MIT4.28/9.5

x 16 4-3/16 9-1/2 3 -- 2 10 16d 6 10d 2330 2665 2665 2050 2630 2665 1115

PHM4295 -- x 7/10 4-3/16 9-1/2 2-1/2 7 3 2 16d 2 10d 3745 3570 3080 2845 -- 3255 --

THO20118-2 LBV4.12/11.88, LBV4.28/11.88, MIT4.28/11.88

x 16 4-3/16 11-7/8 3 -- 2 10 16d 6 10d 2330 2700 2700 2265 2630 2700 1115

PHM42118 -- x 7/10 4-3/16 11-7/8 2-1/2 7 3 2 16d 2 10d 3745 3570 3080 2845 -- 3255 --

THO20140-2 LBV4.12/14, LBV4.28/14, MIT4.28/14

x 12 4-3/16 14 3 -- 1-15/16 10 16d 6 10d 2330 3700 3700 2840 2630 3700 1175

PHM4214 -- x 7/10 4-3/16 14 2-1/2 7 3 2 16d 2 10d 3745 3570 3080 2845 -- 3255 --

THO20160-2 LBV4.12/16, LBV4.28/16

x 12 4-3/16 16 3 -- 1-15/16 10 16d 6 10d 2330 3700 3700 2840 2630 3700 1175

PHM4216 -- x 7/10 4-3/16 16 2-1/2 7 3 2 16d 2 10d 3745 3570 3080 2845 -- 3255 --

THO23950-2 LBV4.75/9.5, MIT359.5-2

x 12 4-3/4 9-1/2 3 -- 2 10 16d 6 10d 3535 3635 3635 2790 2630 3665 1175

PHM2395-2 WP359.5-2 x 7/10 4-3/4 9-1/2 2-1/2 7 3 2 16d 2 10d 3745 3255 2965 2845 -- 3255 --

THO23118-2 LBV4.75/11.88, MIT3511.88-2

x 12 4-3/4 11-7/8 3 -- 2-1/8 10 16d 6 10d 3535 3665 3665 2815 2630 3665 1175

PHM23118-2 WP3511.88-2 x 7/10 4-3/4 11-7/8 2-1/2 7 3 2 16d 2 10d 3745 3255 2965 2845 -- 3255 --

4-1/2 - 4-5/8 x 14 THO23140-2 LBV4.75/14, MIT3514-2, WP3514-2

x 12 4-3/4 14 3 -- 2-1/8 12 16d 6 10d 3535 4405 4405 3415 2630 4450 1175

THO23160-2 LBV4.75/16, MIT4.75/16

x 12 4-3/4 16 3 -- 2-1/8 12 16d 6 10d 3535 4405 4405 3415 2630 4450 1175

PHM2316-2 WP3516-2 x 7/10 4-3/4 16 2-1/2 7 3 2 16d 2 10d 3745 3255 2965 2845 -- 3255 --

THO23180-2 LBV4.75/18 x 12 4-3/4 18 3 -- 2-1/8 14 16d 6 10d 3535 4685 4685 3720 2630 4770 1175

PHM2318-2 WP3518-2 x 7/10 4-3/4 18 2-1/2 7 3 2 16d 2 10d 3745 3255 2965 2845 -- 3255 --

THO23200-2 LBV4.75/20 x 12 4-3/4 20 3 -- 2-1/8 14 16d 6 10d 3535 4685 4685 3720 2630 4770 1175

PHM2320-2 WP3520-2 x 7/10 4-3/4 20 2-1/2 7 3 2 16d 2 10d 3745 3255 2965 2845 -- 3255 --

1) When I-joist is used as a header, all nails must be 10d x 1-1/2. 2) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted 3) Some listed loads may be increased for short-term loading. Refer to code evaluation reports for MiTek USA, Inc. for details. 4) When I-Joists with flanges less than 1-1/2" thick are used as headers, the published capacity shall be reduced. Contact USP for additional information. 5) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation. New products or updated product information are designated in blue font.

2,R12,F1

4 - 4-3/16 x 11-7/8

4 - 4-3/16 x 9-1/2

2,R12,F1

CodeRef.

2,R12,F1

4-1/2 - 4-5/8 x 20

4-1/2 - 4-5/8 x 16

4-1/2 - 4-5/8 x 18

4 - 4-3/16 x 14

4 - 4-3/16 x 16

4-1/2 - 4-5/8 x 9-1/2

4-1/2 - 4-5/8 x 11-7/8


3-1/2 x 32


DF

I-Joist4

3-1/2 x 28

3-1/2 x 30

Dimensions (in)

USPStock No.

WebStiffReqd

Joist Size(in)

EWP Hangers


H

W

L

TF

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171

EWP Hangers

Copy

right

© 2

018

MiT

ek In

dust

ries,

Inc.

All

Righ

ts R

eser

ved


Fastener Schedule5

Uplift2

DF/SP


5 x 9-1/4 THO25925-2 LBV5.12/9.25 x 12 5-1/8 9-1/4 3 -- 2-11/16 10 16d 6 10d 3535 3665 3665 2810 2630 3665 1175

THO25950-2 MIT39.5-2 x 12 5-1/8 9-1/2 3 -- 2-1/8 10 16d 6 10d 3535 3665 3665 2810 2630 3665 1175

PHM2595-2 WPI39.5-2 x 7/10 5-1/8 9-1/2 2-1/2 7 3 2 16d 2 10d 3745 3255 2965 2845 -- 3255 --

5 x 11-1/4 THO25112-2 LBV5.12/11.25 x 12 5-1/8 11-1/4 3 -- 2-1/8 10 16d 6 10d 3535 3665 3665 2810 2630 3665 1175

5 x 11-7/8 THO25118-2 LBV5.12/11.88, MIT311.88-2, WPI311.88-2

x 12 5-1/8 11-7/8 3 -- 2-1/8 10 16d 6 10d 3535 3665 3665 2810 2630 3665 1175

THO25140-2 MIT314-2 x 12 5-1/8 14 3 -- 2-1/8 12 16d 6 10d 3535 4405 4405 3410 2630 4450 1175

PHM2514-2 WPI314-2 x 7/10 5-1/8 14 2-1/2 7 3 2 16d 2 10d 3745 3255 2965 2845 -- 3255 --

THO25160-2 MIT5.12/16 x 12 5-1/8 16 3 -- 2-1/8 12 16d 6 10d 3535 4405 4405 3410 2630 4450 1175

HBPH5116 HB5.12/16 x 10 5-1/8 16 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 5340 -- 6930 2705 2, R12 PHM2516-2 WPI316-2 x 7/10 5-1/8 16 2-1/2 7 3 2 16d 2 10d 3745 3255 2965 2845 -- 3255 --

THO25180-2 B5.12/18 x 12 5-1/8 18 3 -- 2-1/8 14 16d 6 10d 3535 4685 4685 3720 2630 4770 1175

HBPH5118 HB5.12/18 x 10 5-1/8 18 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 5340 -- 6930 2705 2, R12 PHM2518-2 WPI318-2 x 7/10 5-1/8 18 2-1/2 7 3 2 16d 2 10d 3745 3255 2965 2845 -- 3255 --

THO25200-2 B5.12/20 x 12 5-1/8 20 3 -- 2-1/8 14 16d 6 10d 3535 4685 4685 3720 2630 4770 1175

HBPH5120 HB5.12/20 x 10 5-1/8 20 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 5340 -- 6930 2705 2, R12 PHM2520-2 WPI320-2 x 7/10 5-1/8 20 2-1/2 7 3 2 16d 2 10d 3745 3255 2965 2845 -- 3255 -- 2, R12, F1




5 x 28 HBPH5128 HB5.12/28 x 10 5-1/8 28 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 5340 -- 6930 2705

5 x 30 HBPH5130 HB5.12/30 x 10 5-1/8 30 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 5340 -- 6930 2705

BPH55725 -- x 10 5-9/16 7-1/4 2-1/4 -- 2-1/2 10 16d 6 10d 3450 3510 3775 2635 -- 3450 815 130

HBPH55725 -- x 10 5-1/2 7-1/4 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 5340 -- 6930 2705

HBPH55925 HB5.50/9.25 x 10 5-1/2 9-1/4 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 5340 -- 6930 2705

PHXU55925 HWU5.50/9.25 x 7 5-1/2 9-1/4 3-1/4 11-1/2 3 8 16d 6 10d 6650 5785 6650 5095 -- 5285 1290

HLBH55925 GLTV5.50/9.25 x 7 5-9/16 9-1/4 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10565 9600 7870 -- 9600 1605

BPH5595 -- x 12 5-9/16 9-1/2 3 -- 2-5/32 10 16d 4 10d 3450 3510 3775 2635 -- 3450 815

HBPH5595 HB5.50/9.5 x 10 5-1/2 9-1/2 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 5340 -- 6930 2705 2, R12 PHM5595 WP5.50/9.5 x 7/10 5-5/8 9-1/2 2-1/2 7 3 2 16d 2 10d 3745 3665 3080 2845 -- 3390 --

PHXU5595 HWU5.50/9.5 x 7 5-1/2 9-1/2 3-1/4 11-1/2 2-1/2 8 16d 6 10d 6650 5785 6650 5095 -- 5285 1290


x 7 5-9/16 9-1/2 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10565 9600 7870 -- 9600 1605

HBPH55112 HB5.50/11.25 x 10 5-1/2 11-1/4 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 5340 -- 6930 2705 2, R12 PHXU55112 HWU5.50/11.25 x 7 5-1/2 11-1/4 3-1/4 11-1/2 2-1/2 8 16d 6 10d 6650 5785 6650 5095 -- 5285 1290

HLBH55112 GLTV5.50/11.25 x 7 5-9/16 11-1/4 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10565 9600 7870 -- 9600 1605

5-1/4 x 11-1/2 HLBH55115 -- x 7 5-9/16 11-1/2 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10565 9600 7870 -- 9600 1605

BPH55118 -- x 12 5-9/16 11-7/8 2-1/2 -- 2-1/32 10 16d 6 10d 3430 3510 3775 2630 -- 3430 1220

HBPH55118 HB5.50/11.88 x 10 5-1/2 11-7/8 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 5340 -- 6930 2705 2, R12 PHM55118 WP5.50/11.88 x 7/10 5-5/8 11-7/8 2-1/2 7 3 2 16d 2 10d 3745 3665 3080 2845 -- 3390 --

PHXU55118 HWU5.50/11.88 x 7 5-1/2 11-7/8 3-1/4 11-1/2 2-1/2 8 16d 6 10d 6650 5785 6650 5095 -- 5285 1290


x 7 5-9/16 11-7/8 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10565 9600 7870 -- 9600 1605

HBPH5512 HB5.50/12 x 10 5-1/2 12 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 5340 -- 6930 2705 2, R12 PHXU5512 HWU5.50/12 x 7 5-1/2 12 3-1/4 11-1/2 2-1/2 8 16d 6 10d 6650 5785 6650 5095 -- 5285 1290


x 7 5-9/16 12 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10565 9600 7870 -- 9600 1605

BPH5514 -- x 12 5-9/16 14 2-1/2 -- 2-1/32 10 16d 6 10d 3430 3510 3775 2630 -- 3430 1220

HBPH5514 HB5.50/14 x 10 5-1/2 14 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 5340 -- 6930 2705 2, R12 PHM5514 -- x 7/10 5-5/8 14 2-1/2 7 3 2 16d 2 10d 3745 3665 3080 2845 -- 3390 --

PHXU5514 HWU5.50/14 x 7 5-1/2 14 3-1/4 11-1/2 2-1/2 8 16d 6 10d 6650 5785 6650 5095 -- 5285 1290


x 7 5-9/16 14 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10565 9600 7870 -- 9600 1605

1) When I-joist is used as a header, all nails must be 10d x 1-1/2. 2) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted 3) Some listed loads may be increased for short-term loading. Refer to code evaluation reports for MiTek USA, Inc. for details. 4) When I-Joists with flanges less than 1-1/2" thick are used as headers, the published capacity shall be reduced. Contact USP for additional information. 5) NAILS: 10d nails are 0.148" dia. x 3" long, NA16D-RS nails are 0.148" x 3-1/2" long, 16d nails are 0.162" dia. x 3-1/2" long. Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation. New products or updated product information are designated in blue font.

USPStock No.

DF I-Joist4

CodeRef.

2, R12, F1

WebStiffReqd



2, R12, F1

5-1/4 x 11-1/4

2,R12,F1

5 x 22

5 x 24

5 x 26

2, R12

5-1/4 x 7-1/4

2, R12

5-1/4 x 9-1/4

Joist Size(in)

5-1/4 x 12 2,R12,F1

5-1/4 x 14 2,R12,F1

2, R12,F1

5 x 9-1/2

5 x 14

5 x 16

2, R12,F1

5 x 18

2, R12,F1

5 x 20

2, R12, F1

5-1/4 x 11-7/8

5-1/4 x 9-1/2

EWP Hangers


H

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L

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172

EWP

Hang

ers

Copyright © 2018 M



Fastener Schedule5

Uplift2

DF/SP


BPH5516 -- x 12 5-9/16 16 2-1/2 -- 2-1/32 10 16d 6 10d 3430 3510 3775 2630 -- 3430 1220 2, R12, F1


PHXU5516 HWU5.50/16 x 7 5-1/2 16 3-1/4 11-1/2 2-1/2 8 16d 6 10d 6650 5785 6650 5095 -- 5285 1290


x 7 5-9/16 16 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10565 9600 7870 -- 9600 1605

BPH5518 -- x 12 5-9/16 18 2-1/2 -- 2-1/32 10 16d 6 10d 3430 3510 3775 2630 -- 3430 1220


PHXU5518 HWU5.50/18 x 7 5-1/2 18 3-1/4 11-1/2 2-1/2 8 16d 6 10d 6650 5785 6650 5095 -- 5285 1290


x 7 5-9/16 18 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10565 9600 7870 -- 9600 1605

HBPH5520 HB5.50/20 x 10 5-1/2 20 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 5340 -- 6930 2705 2, R12 PHXU5520 HWU5.50/20 x 7 5-1/2 20 3-1/4 11-1/2 2-1/2 8 16d 6 10d 6650 5785 6650 5095 -- 5285 1290


x 7 5-9/16 20 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10565 9600 7870 -- 9600 1605

7 x 7-1/4 PHXU71725 HWU7.12/7.25 x 7 7-1/8 7-1/4 3-1/4 13-1/8 2-1/2 8 16d 6 10d 6650 5785 6650 5090 -- 5285 1290

BPH71925 -- x 12 7-1/8 9-1/4 3 -- 2-3/8 10 16d 6 10d 3485 3510 3775 2665 -- 3485 1220

HBPH71925 HB7.12/9.25 x 10 7-1/8 9-1/4 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 5325 -- 6930 2705 2, R12 PHM35925-2 -- x 7/10 7-1/8 9-1/4 2-1/2 10 3 2 16d 2 10d 3745 3665 3080 2845 -- 3390 --

PHXU71925 WPI49.25-2, HWU7.12/9.25

x 7 7-1/8 9-1/4 3-1/4 13-1/8 2-1/2 8 16d 6 10d 6650 5785 6650 5090 -- 5285 1290

HLBH71925 GLTV49.25-2 x 7 7-1/8 9-1/4 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10370 9600 7870 -- 9600 1605

BPH7195 B7.12/9.5 x 12 7-1/8 9-1/2 3 -- 2-3/8 10 16d 6 10d 3485 3510 3775 2665 -- 3485 1220


PHXU7195 WPI49.5-2, HWU7.12/9.5

x 7 7-1/8 9-1/2 3-1/4 13-1/8 2-1/2 8 16d 6 10d 6650 5785 6650 5090 -- 5285 1290

HLBH7195 GLTV49.5-2 x 7 7-1/8 9-1/2 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10370 9600 7870 -- 9600 1605

BPH71112 -- x 12 7-1/8 11-1/4 3 -- 2-3/16 10 16d 6 10d 3455 3515 3775 2645 -- 3455 1220

HBPH71112 HB7.12/11.25 x 10 7-1/8 11-1/4 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 5325 -- 6930 2705 2, R12

PHXU71112 HWU7.12/11.25, WPI411.25-2

x 7 7-1/8 11-1/4 3-1/4 13-1/8 2-1/2 8 16d 6 10d 6650 5785 6650 5090 -- 5285 1290

HLBH71112 GLTV411.25-2, HGLTV411.25-2

x 7 7-1/8 11-1/4 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10370 9600 7870 -- 9600 1605

BPH71118 B7.12/11.88 x 12 7-1/8 11-7/8 3 -- 2-3/16 10 16d 6 10d 3455 3515 3775 2645 -- 3455 1220


PHXU71118 HWU7.12/11.88, WPI411.88-2

x 7 7-1/8 11-7/8 3-1/4 13-1/8 2-1/2 8 16d 6 10d 6650 5785 6650 5090 -- 5285 1290

HLBH71118 GLTV411.88-2, HGLTV411.88-2

x 7 7-1/8 11-7/8 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10370 9600 7870 -- 9600 1605

BPH7114 B7.12/14 x 12 7-1/8 14 3 -- 2-3/16 10 16d 6 10d 3455 3515 3775 2645 -- 3455 1220

HBPH7114 HB7.12/14 x 10 7-1/8 14 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 5325 -- 6930 2705 2, R12 PHM3514-2 -- x 7/10 7-1/8 14 2-1/2 10 3 2 16d 2 10d 3745 3665 3080 2845 -- 3390 --

PHXU7114 WPI414-2, HWU7.12/14

x 7 7-1/8 14 3-1/4 13-1/8 2-1/2 8 16d 6 10d 6650 5785 6650 5090 -- 5285 1290

HLBH7114 GLTV414-2, HGLTV414-2

x 7 7-1/8 14 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10370 9600 7870 -- 9600 1605


2,R12,F1

5-1/4 x 20

7 x 9-1/4

7 x 11-7/82,

R12,F1

2,R12,F1

5-1/4 x 18

2,R12,F1

2,R12,F1

Joist Size(in)

2,R12,F1

7 x 14

USPStock No.

DF I-Joist4

CodeRef.

7 x 9-1/2

7 x 11-1/4

2,R12,F1

5-1/4 x 162,

R12,F1

WebStiffReqd



EWP Hangers


H

W

L

TF

D

173

EWP Hangers

Copy

right

© 2

018

MiT

ek In

dust

ries,

Inc.

All

Righ

ts R

eser

ved


Fastener Schedule5

Uplift2

DF/SP


BPH7116 B7.12/16 x 12 7-1/8 16 3 -- 2-3/16 10 16d 6 10d 3455 3515 3775 2645 -- 3455 1220 2, R12, F1


PHXU7116 WPI416-2, HWU7.12/16

x 7 7-1/8 16 3-1/4 13-1/8 2-1/2 8 16d 6 10d 6650 5785 6650 5090 -- 5285 1290


x 7 7-1/8 16 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10370 9600 7870 -- 9600 1605

BPH7118 B7.12/18 x 12 7-1/8 18 3 -- 2-3/16 10 16d 6 10d 3455 3515 3775 2645 -- 3455 1220


PHXU7118 HWI418-2, HWU7.12/18

x 7 7-1/8 18 3-1/4 13-1/8 2-1/2 8 16d 6 10d 6650 5785 6650 5090 -- 5285 1290


x 7 7-1/8 18 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10370 9600 7870 -- 9600 1605

BPH7120 B7.12/20 x 12 7-1/8 20 3 -- 2-3/16 10 16d 6 10d 3455 3510 3775 2645 -- 3455 1220


PHXU7120 HWI420-2, HWU7.12/20

x 7 7-1/8 20 3-1/4 13-1/8 2-1/2 8 16d 6 10d 6650 5785 6650 5090 -- 5285 1290


x 7 7-1/8 20 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10370 9600 7870 -- 9600 1605

BPH7122 B7.12/22 x 12 7-1/8 22 3 -- 2-3/16 10 16d 6 10d 3455 3510 3775 2645 -- 3455 1220

HBPH7122 HB7.12/22 x 10 7-1/8 22 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 5325 -- 6930 2705 2, R12 PHXU7122 HWI422-2 x 7 7-1/8 22 3-1/4 13-1/8 2-1/2 8 16d 6 10d 6650 5785 6650 5090 -- 5285 1290

HLBH7122 GLTV422-2, HGLTV7.12/22

x 7 7-1/8 22 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10370 9600 7870 -- 9600 1605

BPH7124 B7.12/24 x 12 7-1/8 24 3 -- 2-3/16 10 16d 6 10d 3455 3510 3775 2645 -- 3455 1220

HBPH7124 HB7.12/24 x 10 7-1/8 24 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 5325 -- 6930 2705 2, R12 PHXU7124 HWI424-2 x 7 7-1/8 24 3-1/4 13-1/8 2-1/2 8 16d 6 10d 6650 5785 6650 5090 -- 5285 1290

HLBH7124 GLTV424-2, HGLTV7.12/24

x 7 7-1/8 24 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10370 9600 7870 -- 9600 1605

HBPH7126 HB7.12/26 x 10 7-1/8 26 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 5325 -- 6930 2705 2, R12

PHXU7126 B7.12/26, HWI426-2

x 7 7-1/8 26 3-1/4 13-1/8 2-1/2 8 16d 6 10d 6650 5785 6650 5090 -- 5285 1290


x 7 7-1/8 26 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10370 9600 7870 -- 9600 1605

HBPH7128 HB7.12/28 x 10 7-1/8 28 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 5325 -- 6930 2705 2, R12

PHXU7128 B7.12/28, HWI428-2

x 7 7-1/8 28 3-1/4 13-1/8 2-1/2 8 16d 6 10d 6650 5785 6650 5090 -- 5285 1290


x 7 7-1/8 28 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10370 9600 7870 -- 9600 1605

PHXU7130 HWI430-2 x 7 7-1/8 30 169 13-1/8 2-1/2 8 16d 6 10d 6650 5785 6650 5090 -- 5285 1290


x 7 7-1/8 30 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10370 9600 7870 -- 9600 1605

PHXU7132 HWI432-2 x 7 7-1/8 32 3-1/4 13-1/8 2-1/2 8 16d 6 10d 6650 5785 6650 5090 -- 5285 1290 130


x 7 7-1/8 32 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10370 9600 7870 -- 9600 16052, R12,

F1


7 x 32

Dimensions (in)

7 x 16

7 x 20

7 x 22

7 x 28

7 x 30


USPStock No.

DF I-Joist4

WebStiffReqd


2,R12,F1

2, R12,F1

CodeRef.

2, R12,F1

7 x 18

2,R12,F1

2, R12,F1

2, R12,F1

7 x 24

7 x 26

2,R12,F1

Joist Size(in)

EWP Hangers

H

W

L

TF

D

174

EWP

Hang

ers

Copyright © 2018 M


TMP / TMPH Adjustable Rafter-To-Plate Connectors

The TMP and TMPH are designed to make rafter-to-plate connections and eliminate time-consuming bird’s-mouth notching or bevel plate installation. Both series are available in I-Joists sizes, as well as standard 2x sizes.

TMP – Adjusts to pitches from 1/12 to 6/12.

TMPH – Adjusts to pitches from 6/12 to 14/12.

Ma terials: TMP – 18 gauge; TMPH – 16 gauge, Fulcrum – 12 gauge

Finish: G90 galvanizing Codes: See page 10 for Code Reference Chart


page 18.• Position connector on top plate. Fasten connector

to outside of top plate with specified nails. Insert rafter into rafter pocket. Adjust rafter and pocket to correct pitch. Fasten rafter to connector with specified nails. Installing the TMP requires driving specified nails through the opposing slots in the pocket. TMPH installation involves sliding the fulcrum until it supports the pocket at the desired pitch and nailing down through the fulcrum base into the top plate to lock the fulcrum into position. Typical TMPH

installationTypical TMP installation

TMPHTMP

Floor Uplift Floor Uplift

Ref. No. W L Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160% 1-1/2 TMP2 VPA2 18 1-9/16 5-9/16 6 10d 4 10d x 1-1/2 990 990 990 220 990 990 990 170 1-3/4 TMP175 VPA25 18 1-13/16 5-9/16 6 10d 4 10d x 1-1/2 1150 1150 1150 220 1025 1025 1025 170

2 or 2-1/8 TMP21 VPA2.06, VPA2.1

18 2-1/8 6-3/8 6 10d 4 10d x 1-1/2 1290 1290 1290 220 1290 1290 1290 170

2-5/16 TMP23 VPA35 18 2-3/8 6-3/8 6 10d 4 10d x 1-1/2 1970 1970 1970 220 1970 1970 1970 170 2-1/2 or 2-5/8 TMP25 VPA3 18 2-11/16 6-3/8 6 10d 4 10d x 1-1/2 1970 1970 1970 220 1970 1970 1970 170 3 TMP31 -- 18 3-1/8 7-5/16 6 10d 4 10d x 1-1/2 1970 1970 1970 220 1970 1970 1970 170 3-1/2 TMP4 VPA4 18 3-9/16 7-5/16 6 10d 4 10d x 1-1/2 1970 1970 1970 220 1970 1970 1970 170

1) Allowable Loads are governed by test results; no further increase shall be permitted 2) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long. New products or updated product information are designated in blue font.

CodeRef.

Roof

6, R11,F3

Rafter Width (in)

S-P-F

Allowable Loads (Lbs.)1Dimensions (in)Fastener Schedule2

Plate Rafter

DF/SP


USPStock No.

SteelGauge

Roof

Top Side

Ref. No. W H L Qty Qty Type Qty Type 6/12 7/12 8/12 9/12 10/12 11/12 12/12 13/12 14/12 1-1/2 TMPH2 VPA2 1-9/16 2-1/2 6-9/16 8 2 10d 8 10d x 1-1/2 3190 3290 3390 3140 2900 2710 2520 2230 1950 200 1-3/4 TMPH175 VPA25 1-13/16 2-3/8 6-9/16 8 2 10d 8 10d x 1-1/2 3190 3290 3390 3140 2900 2710 2520 2230 1950 200 2 or 2-1/8

TMPH21 VPA2.06, VPA2.1

2-1/8 2-5/8 7-3/8 8 2 10d 8 10d x 1-1/2 3190 3290 3390 3140 2900 2710 2520 2230 1950 200

2-5/16 TMPH23 VPA35 2-3/8 2-1/2 7-3/8 8 2 10d 8 10d x 1-1/2 3190 3290 3390 3140 2900 2710 2520 2230 1950 200

3 TMPH31 -- 3-1/8 2-11/16 8-9/16 8 2 10d 8 10d x 1-1/2 3190 3290 3390 3140 2900 2710 2520 2230 1950 200 3-1/2 TMPH4 VPA4 3-9/16 2-1/2 8-9/16 8 2 10d 8 10d x 1-1/2 3190 3290 3390 3140 2900 2710 2520 2230 1950 200

1) Allowable loads may not be increased for duration of load adjustments. 2) Web stiffeners are required for all Wood I-Joist installations. 3) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long.

6, R11,F3

CodeRef.

According to PitchUSPStock No.


Plate Rafter2

DF/SP


2-5/16 7-3/8 8 2 10d 8 10d x 1-1/2 2-1/2 or 2-5/8

RafterWidth (in)

TMPH25 VPA3 2-11/16 3190 3290 3390 3140 2900

Uplift160%

2710 2520 2230 1950 200

3-1/2"

LW

EWP Hangers

Pitch Range: TMP - 1/12 – 6/12

TMPH - 6/12 – 14/12

L

4"

4-11/16"

Fulcrum

H

W

TMP Chart

TMPH Chart

175

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The LSSH series connects rafters to ridge beams in vaulted roof structures. This series is field adjustable to meet a variety of skew and/or slope applications. Slopes and skews 0° to 45°.

Materials: See chartFinish: G90 galvanizing; LSSH15-TZ – G-185 GalvanizingOptions: See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.Steps:1. Position LSSH connector against plumb-cut end of joist. Fasten joist

side flanges on both sides with 10d (0.148") x 1-1/2" nails. Bend seat up to fit against joist bottom and drive (1) 10d (0.148") x 1-1/2" nail through bottom seat into rafter bottom. Drive (2) 10d (0.148") x 1-1/2" nails at downward angle through dimpled nailing guides.

2. Lean connector and rafter end against ridge beam at desired position. Install specified 10d (0.148" x 3") or 16d (0.162" x 3-1/2") nails through nail holes into ridge beam at right 90° angle. If skewing the rafter, only drive nails into ridge beam on inside flange.

3. Bend flange to desired angle.4. Hammer outside flange until edge touches header. Fasten outside

flange to ridge by driving specified 10d (0.148" x 3) or 16d (0.162" x 3-1/2") nails through nail holes.

• Web stiffeners are required for all wood I-Joist installations.• Designer may consider adding a tension restraint for the supported

member for roof slopes exceeding 6/12. Refer to pages 95-96.


Ref. No. W1 W2 Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%


18 1-9/16 1-3/4 6 10d HDG 7 10d x 1-1/2 HDG 720 830 900 740 640 730 785 580 130


2 - 2-1/8 LSSH20 LSSUI2.06, LSSU2.1

18 2-1/8 2-1/2 10 10d 7 10d x 1-1/2 1180 1345 1450 980 1065 1225 1245 765



18 1-9/16 1-3/4 6 10d HDG 7 10d x 1-1/2 HDG 720 815 815 740 640 640 640 580 130


2 - 2-1/8 LSSH20 LSSUI2.06, LSSU2.1

18 2-1/8 2-1/2 10 10d 7 10d x 1-1/2 1180 1345 1450 980 1065 1215 1245 765



6, R11,F3

6, R11,F3

SLOPED ONLY HANGERS

SKEWED HANGERS or SLOPED & SKEWED HANGERS

USPStock No.

SteelGauge

Roof Roof

Corr

osio

n Fi

nish

Fastener Schedule2

Header RafterDF/SP



Rafter Width (in)

Dimensions(in)

CodeRef.




LSSH210Typical LSSH179installation

LSSH35

Skew to 45° maximum

EWP Hangers

2 3 & 41

LSSH15-TZ=5-1/16" All other sizes = 8-13/16"

W2 W1 W2

3"Slope to 45° up or down

W2 W1W2

3"Slope to 45° up

or down

H

Glul

am B

eam

Con

nect

ors

176

Copyright © 2018 M


LGU / MGU / HGU Girder Hangers


LGU, MGU, and HGU’s are high capacity girder to girder face mount connectors. Fastening is by WS structural screws for ease of installation. Fastenings are placed high on connector to permit the connection of a deep carried member to a shallower carrying member. Very useful where tops of beams must be flush.

Materials: LGU / MGU – 10 gauge; HGU – 7 gaugeFinish: G90 galvanizing Options: See Specialty Options chart.Codes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• WS structural screws supplied with connector. Substituting

lag screws will reduce capacity.• Beams comprised of multiple plies must be laminated

to act as a single member.• Multi-ply carrying beams may require additional connection

of laminations at connector.• Beam height dimension (H) must be specified when ordering.

Typical LGU, MGU, HGUinstallation

LGU, MGU, HGU


Ref. No. W H1 D A Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%3-1/8 LGU325 LGU3.25-SDS 10 3-1/4 8 7-3/8 4-1/2 3-1/4 18 WS3 12 WS3 7135 7410 7410 4160 5960 5960 5960 3345

LGU363 LGU3.63-SDS 10 3-5/8 8 7-3/8 4-1/2 3-1/4 18 WS3 12 WS3 7135 7410 7410 4160 5945 5945 5945 3340

MGU363 MGU3.63-SDS 10 3-5/8 9-1/4 8-5/8 4-1/2 4 24 WS3 16 WS3 9515 10940 11890 5100 8355 9610 9705 4115

HGU363 HGU3.63-SDS 7 3-5/8 11 10-3/8 5-1/4 4-3/4 38 WS3 24 WS3 14705 14990 14990 7375 12175 12175 12175 5990

LGU525 LGU5.25-SDS 10 5-1/4 8 7-3/8 4-1/2 3-1/4 18 WS3 12 WS3 7135 7410 7410 4160 5910 5910 5910 3320

MGU525 MGU5.25-SDS 10 5-1/4 9-1/4 8-5/8 4-1/2 4 24 WS3 16 WS3 9515 10940 11890 5100 8355 9610 9640 4085

HGU525 HGU5.25-SDS 7 5-1/4 11 10-3/8 5-1/4 4-3/4 38 WS3 24 WS3 14705 14990 14990 7375 12070 12070 12070 5935

MGU550 MGU5.50-SDS 10 5-1/2 9-1/4 8-5/8 4-1/2 4 24 WS3 16 WS3 9515 10940 11890 5100 8355 9610 9635 4085

HGU550 HGU5.50-SDS 7 5-1/2 11 10-3/8 5-1/4 4-3/4 38 WS3 24 WS3 14705 14990 14990 7375 12060 12060 12060 5930

MGU562 MGU5.62-SDS 10 5-5/8 9-1/4 8-5/8 4-1/2 4 24 WS3 16 WS3 9515 10940 11890 5100 8355 9610 9625 4080

HGU562 HGU5.62-SDS 7 5-5/8 11 10-3/8 5-1/4 4-3/4 38 WS3 24 WS3 14705 14990 14990 7375 12050 12050 12050 5930

MGU700 MGU7.00-SDS 10 7 9-1/4 8-5/8 4-1/2 4 24 WS3 16 WS3 9515 10940 11890 5100 8355 9590 9590 4065

HGU700 HGU7.00-SDS 7 7 11 10-3/8 5-1/4 4-3/4 38 WS3 24 WS3 14705 14990 14990 7375 12010 12010 12010 5910

7 HGU725 HGU7.25-SDS 7 7-1/4 11 10-3/8 5-1/4 4-3/4 38 WS3 24 WS3 14705 14990 14990 7375 12000 12000 12000 5905

8-3/4 HGU900 HGU9.00-SDS 7 9 11 10-3/8 5-1/4 4-3/4 38 WS3 24 WS3 14705 14990 14990 7375 11960 11960 11960 5885

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) H denotes minimum hanger height. Specify height when ordering. 3) WS3 Wood Screws are 1/4" x 3" long and are included with hangers. New products or updated product information are designated in blue font.

6-3/4

5,F2,R5

SteelGauge

CodeRef.

3-1/2

5-1/8

Roof RoofH2

(min)

BeamWidth

(in)



Dimensions (in)

USPStock No.

Fastener Schedule3

Header Truss

5-1/4

5-1/2

Option USP Series Skewed1 Inverted Flange

1) Skewed hangers with skews greater than 15° may have all joist fasteners on outside flange. 2) One inverted flange (IF) is available on the following sizes: LGU363, LGU525 MGU525, MGU550, MGU563, MGU700 HGU525, HGU550, HGU562,HGU700, HGU725, HGU900 3) The inverted flange option is not available on skewed LGU, MGU or HGU hangers. 4) Bevel cut rquired on skewed parts to meet table loads. 5) Skewed hangers typically require a bevel cut however, a square cut option may be available as a custom when requested.

One Inverted Flange option available on some sizes.See footnotes 2 and 3.

100% of table value

Ordering



Ex. LGU525_H=18_SK45R_SQ

Add IF and right (R) or left (L)to product number.

Ex. LGU525_H=18_IFR

AllowableLoads

Range 1˚ to 45˚

LGUMGUHGU

LGUMGUHGU

LGU55% of table value.

30% of uplift.

MGU65% of table value.

30% of uplift.

HGU70% of table value.

30% of uplift.

Specialty Options Chart– refer to Specialty Options pages 245-246 for additional details

A

H

DW

H1

1) Skewed hangers with skews greater than 15° may have all joist fasteners on outside flange.

2) One inverted-flange (IF) is available on the following sizes: LGU363, LGU525 MGU525, MGU550, MGU563, MGU700 HGU525, HGU550, HGU562, HGU700, HGU725, HGU900

3) The inverted flange option is not available on skewed LGU, MGU or HGU hangers.

4) Bevel cut required on skewed parts to meet table loads.5) Skewed hangers typically require a bevel cut however, a square

cut option may be available as a custom when requested.

Glulam Beam

Connectors

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GHF Glulam Face Mount Hangers


Typical GHF51135installation

GHF

An architectural choice for exposed glulam purlin applications. The GHF features heavy load capacity and a multitude of optional designs for unusual applications. Header fasteners are positioned high and joist flange fasteners low for best design with glulam members.

Materials: See chartFinish: USP primer Options: See Specialty Options Chart on page 178.Codes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• WS Wood Screws are supplied with GHF hangers.

Floor Uplift3

Ref. No. W H D Qty Type Qty Type 100% 115% 125% 160% 3-1/8 x 6 GHF31600 -- 12 3-3/16 5-7/8 2-3/8 10 WS25 4 WS25 2740 2740 2740 1400 3-1/8 x 7-1/2 GHF31750 -- 12 3-3/16 7-3/8 2-3/8 12 WS25 4 WS25 3285 3285 3285 1400 3-1/8 x 9 GHF31900 -- 12 3-3/16 8-7/8 2-3/8 16 WS25 5 WS25 4380 4380 4380 1750 3-1/8 x 10-1/2 GHF31105 -- 12 3-3/16 10-3/8 2-3/8 20 WS25 6 WS25 5475 5475 5475 2100 3-1/8 x 12 GHF31120 -- 12 3-3/16 11-7/8 2-3/8 22 WS25 6 WS25 5800 5800 5800 2100 3-1/8 x 13-1/2 GHF31135 -- 12 3-3/16 13-3/8 2-3/4 24 WS25 6 WS25 5800 5800 5800 2100 3-1/8 x 15 GHF31150 -- 12 3-3/16 14-7/8 2-3/4 26 WS25 7 WS25 6730 6730 6730 2455 3-1/8 x 16-1/2 GHF31165 -- 12 3-3/16 16-3/8 2-3/4 28 WS25 9 WS25 7275 7275 7275 3155 3-1/8 x 18 GHF31178 -- 12 3-3/16 17-3/4 2-3/4 30 WS25 11 WS25 7825 7825 7825 3855 3-1/4 x 9 GHF32900 -- 12 3-5/16 8-7/8 2-3/8 16 WS25 5 WS25 4380 4380 4380 1750 3-1/4 x 12 GHF32120 -- 12 3-5/16 11-7/8 2-3/8 22 WS25 6 WS25 5800 5800 5800 2100 5-1/8 x 6 GHF51600 -- 12 5-3/16 5-7/8 2-3/8 10 WS3 4 WS3 2740 2740 2740 1400 5-1/8 x 7-1/2 GHF51750 -- 12 5-3/16 7-3/8 2-3/8 14 WS3 4 WS3 3835 3835 3835 1400 5-1/8 x 9 GHF51900 -- 12 5-3/16 8-7/8 2-3/8 18 WS3 5 WS3 4930 4930 4930 1750 5-1/8 x 10-1/2 GHF51105 -- 12 5-3/16 10-3/8 2-3/8 22 WS3 6 WS3 6025 6025 6025 2100 5-1/8 x 12 GHF51120 -- 12 5-3/16 11-7/8 2-3/8 24 WS3 6 WS3 6570 6570 6570 2100 5-1/8 x 13-1/2 GHF51135 -- 7 5-3/16 13-3/8 2-3/8 26 WS3 6 WS3 8125 8125 8125 2400 5-1/8 x 15 GHF51150 -- 7 5-3/16 14-7/8 2-3/4 28 WS3 7 WS3 8750 8750 8750 2800 5-1/8 x 16-1/2 GHF51165 -- 7 5-3/16 16-3/8 2-3/4 30 WS3 7 WS3 9375 9375 9375 2800 5-1/8 x 18 GHF51178 -- 7 5-3/16 17-3/4 2-3/4 32 WS3 8 WS3 10000 10000 10000 3200 5-1/8 x 19-1/2 GHF51192 -- 7 5-3/16 19-1/8 2-3/4 34 WS3 8 WS3 10395 10395 10395 3200 5-1/8 x 21 GHF51205 -- 7 5-3/16 20-3/8 2-3/4 36 WS3 9 WS3 10705 10705 10705 3600 5-1/8 x 24 GHF51233 -- 7 5-3/16 23-1/4 2-3/4 40 WS3 11 WS3 11330 11330 11330 4400 5-1/4 x 9 GHF52900 -- 12 5-5/16 8-7/8 2-3/8 18 WS3 5 WS3 4930 4930 4930 1750 5-1/4 x 12 GHF52120 -- 12 5-5/16 11-7/8 2-3/8 24 WS3 6 WS3 6570 6570 6570 2100 6-3/4 x 6 GHF67600 -- 12 6-7/8 5-7/8 2-3/8 12 WS3 4 WS3 3285 3285 3285 1400 6-3/4 x 7-1/2 GHF67750 -- 12 6-7/8 7-3/8 2-3/8 16 WS3 5 WS3 4380 4380 4380 1750 6-3/4 x 9 GHF67900 -- 12 6-7/8 8-7/8 2-3/8 20 WS3 6 WS3 5475 5475 5475 2100 6-3/4 x 10-1/2 GHF67105 -- 12 6-7/8 10-3/8 2-3/8 24 WS3 8 WS3 6570 6570 6570 2805 6-3/4 x 12 GHF67120 -- 7 6-7/8 11-7/8 2-3/4 28 WS3 8 WS3 8750 8750 8750 3200 6-3/4 x 13-1/2 GHF67135 -- 7 6-7/8 13-3/8 2-3/4 30 WS3 8 WS3 9375 9375 9375 3200 6-3/4 x 15 GHF67150 -- 7 6-7/8 14-7/8 2-3/4 32 WS3 10 WS3 10000 10000 10000 4000 6-3/4 x 16-1/2 GHF67165 -- 7 6-7/8 16-3/8 2-3/4 34 WS3 10 WS3 10625 10625 10625 4000 6-3/4 x 18 GHF67180 -- 7 6-7/8 17-3/4 2-3/4 36 WS3 12 WS3 11250 11250 11250 4800 6-3/4 x 19-1/2 GHF67195 -- 7 6-7/8 19-1/8 3 40 WS3 14 WS3 12500 12500 12500 5600 6-3/4 x 21 GHF67210 -- 7 6-7/8 20-3/8 3 44 WS3 18 WS3 13000 13000 13000 7200 6-3/4 x 22-1/2 GHF67225 -- 7 6-7/8 21-7/8 3 46 WS3 20 WS3 13000 13000 13000 8000 6-3/4 x 24 GHF67240 -- 7 6-7/8 23-1/4 3 48 WS3 22 WS3 13000 13000 13000 8800

1) Allowable loads based on seat bearing calculated at 560 psi perpendicular to grain. 2) WS25 Wood Screws are 1/4" x 2-1/2" long, WS3 Wood Screws are 1/4" x 3" long and are included with GHF hangers. 3) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. New products or updated product information are designated in blue font.

130

Dimensions (in)

GlulamSize (in)

USPStock No.

SteelGauge

CodeRef.

Joist

Roof

Fastener Schedule2

Header

DF/SP



W D

H

2-1/8"

Glul

am B

eam

Con

nect

ors

178

Copyright © 2018 M


GHF Glulam Face Mount Hangers

Specialty Options Chart– refer to Specialty Options pages 245-246 for additional details

Option Skewed1,3 Sloped Seat2 Sloped / Skewed1,2 Inverted Flange

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) Skewed hangers typically require a bevel cut however, a square cut option may be available as a custom when requested.

AllowableLoads

Ordering

80% of table loadon skews greater.

75% of uplift load than 15˚.


members end grain.


square cut (SQ) orbevel cut (BV)

to product number.Ex. GHF31900_SK45R_BV


GHF31900_SK45R_BV_SL30D

Add IF to product number.Ex. GHF51135_IF

Add SL, slope required, and up (U) or down (D), to product number.

Ex. GHF31900_SL30D

100% of table load100% of table load.

75% of uplift load on skewsgreater than 15˚.

Range 1˚ to 50˚ 1˚ to 45˚ See Sloped Seat and SkewedNot available in widths

less than 4-1/2-in


Typical GHF51135IF inverted flange

installation

KEGQ Glulam Beam Hangers

WS Wood Screw fastening, heavy steel construction, and a continuous top flange allow the KEGQ products to have high load capacities.

Materials: See chartFinish: USP primerCodes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners.• WS3 Wood Screws, ¼” dia. x 3” long, are supplied with

KEGQ hangers.• Minimum header height (H) is 11-inches.• Beam height dimension (H) must be specified when ordering.

Uplift1

Ref. No W H2 D L Qty Type Qty Type 100% 115% 125% 160%3-1/2 KEGQ325 EGQ3.62-SDS3 3 7 3-5/8 specify 6 18 28 WS3 12 WS3 16360 17060 17525 5330 110

5-1/4 KEGQ550 EGQ5.50-SDS3 3 7 5-1/2 specify 6 18 28 WS3 12 WS3 19455 19455 19455 74307 KEGQ725 EGQ7.25-SDS3 3 7 7-1/4 specify 6 18 28 WS3 12 WS3 19455 19455 19455 7430

1) Uplift loads have been increased 60% for wind and seismic loads; no further increase shall be permitted. 2) "Specify" denotes the required supported beam height that must be specified at the time of ordering, with 11" being the minimum. 3) WS3 Wood Screws are 1/4" x 3" long and are included with KEGQ hangers. New products or updated product information are designated in blue font.

CodeRef.U-

Stra

p

USPStock No.

Joist /PurlinSize

2

DF/SP Allowable Loads (Lbs.)Dimensions (in)Steel Ga.

Top

Flan

ge

Fastener Schedule3

Header Joist Download

Typical KEGQ 550installation

KEGQ

DW

L

H

Glulam Beam

Connectors

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KEG / KLEG / KMEG Bolted Glulam Beam Hangers

Bolt-only fastening, heavy steel construction, and a continuous top flange allow the KLEG, KMEG, and KEG products to have high load capacities.

KLEG – (4) bolt light-duty hanger.

KMEG – (6) bolt medium-duty hanger.

KEG – (8) bolt heavy-duty hanger.

Materials: See chartFinish: USP primerOptions: See Specialty Options Chart.Codes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• Bolts are not supplied unless ordered separately. See page

24 for available sizes. Bolts provided by other suppliers must meet or exceed ASTM A 307 Grade A, or ASME SAE Grade 2, or better.

• Minimum header height is 10" for the KLEG; 13" for the KMEG; 20" for the KEG.

• Beam height dimension (H) must be specified when ordering.

Typical KLEG5installation

KLEG3 KEG5

KLEG without top flange

KMEG5

Floor Roof Floor Roof

Ref. No. W H3 D TF L Qty Qty 100% 125% 100% 125%3-1/8 KLEG3 LEG3 7 7 3-1/4 specify 6 2-1/2 12 4 3/4 2 3/4 11940 12200 3540 4420 3845

KLEG5 LEG5 7 7 5-1/4 specify 6 2-1/2 12 4 3/4 2 3/4 11940 12200 3540 4420 5620 KMEG5 MEG5 7 7 5-1/4 specify 6 2-1/2 12 6 3/4 2 3/4 12635 12635 5285 6610 5620 KEG5 EG5 3 7 5-1/4 specify 6 2-1/2 12 8 1 2 1 17615 19920 9215 11520 7305 KLEG7 LEG7 7 7 6-7/8 specify 6 2-1/2 12 4 3/4 2 3/4 11940 12200 3540 4420 5635 KMEG7 MEG7 7 7 6-7/8 specify 6 2-1/2 12 6 3/4 2 3/4 12635 12635 5285 6610 5635 KEG7 EG7 3 7 6-7/8 specify 6 2-1/2 13-1/2 8 1 2 1 18695 21005 9245 11555 9215

8-3/4 KEG9 EG9 3 7 8-7/8 specify 6 2-1/2 15-1/2 8 1 2 1 20125 21220 9275 11595 924010-3/4 KEG11 -- 3 7 10-7/8 specify 6 2-1/2 17-1/2 8 1 2 1 21545 23870 9295 11620 9260

1) Allowable loads are for a supporting member with a width of 5-1/2-in, and 560 psi perpendicular to grain loading in single shear. 2) Uplift loads have been increased 60% for wind and seismic loads; no further increase shall be permitted. 3) "Specify" denotes the required supported beam height that must be specified at the time of ordering.

CodeRef.

2, R12,F1

U-S

trap

5-1/8

6-3/4

USPStock No.

Dia(in)

Dia(in)

BeamWidth

(in)Uplift160%

Allowable Loads (Lbs.)Dimensions (in)Steel Ga.

Top

Flan

ge

Bolt Schedule

Header Joist With

Top Flange1

Without

Top Flange1

Option Skewed3 Sloped Seat Top Flange Offset1,2

1) Top flange offset hangers may not be skewed. 2) Top flange offset option is not available for KEG models. 3) Carried member must have square cut end on skewed option. Refer to Typical PHXU hanger, skewed, left shown, Type B illustration on page 230.

Range --

KLEG – 10,000-lb MaxKMEG – 10,000-lb MaxKEG – 14,250-lb Max

KLEG – 9665 lbs. MaxKMEG – 9665 lbs. MaxKEG – 9665 lbs. Max

1˚ to 45˚ 1˚ to 45˚

KMEG – 5665 lbs. MaxKMEG – 11-in Min Height

KLEG – 5,665-lb MaxKLEG – 9-in Min Height


square cut (SQ) to product number.Ex. KLEG3_H=112_SK45R_SQ


to product number.Ex. KLEG3_H=112_SL30D


Ex. KLEG3_H=112_OSL

Allowable Loads

Ordering

Specialty Options Chart– refer to Specialty Options pages 245 and 247-248 for additional details


1) Top flange offset hangers may not be skewed. 2) Top flange offset option is not available

for KEG models. 3) Carried member must have square cut end

on skewed option. Refer to Typical PHXU hanger, skewed, left shown, Square Cut illustration on page 247.

D

W

3"

3"

TF L

H8-1/4"

4"

3"H4"

4"

4"

4"

4"

4"

DW

17-1/2"

LTF

H

4"

3"

3"

DW

LTF

3"

11-1/4"

3"

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KGB / KHGB / KHHB Glulam Top Mount Hangers

These hangers cover medium-to-heavy glulam beam and purlin applications.

KHHB – Medium capacity hanger.

KGB – Medium-to-heavy capacity hanger.

KHGB – Heavy capacity hanger.


Installation:• Use all specified fasteners. See Product Notes, page 18.• WS3 Wood Screws are supplied with hangers.• Beam height dimension (H) must be specified when ordering. • Minimum height (H) is 7-1/2".• See Welded installation chart on page 249.

Top Face Floor

Ref. No. W H D Qty Qty Type Qty Type 100% 115% 125% KHHB3 HHB3 3-1/4 specify 3 4 6 WS3 6 WS3 5835 6330 6575 2160 2, R12, F1 KGB3 GB3 3-1/4 specify 3-1/2 4 10 WS3 6 WS3 7000 7000 7000 2160 130 KHHB5 HHB5 5-1/4 specify 3 4 6 WS3 6 WS3 5960 6330 6575 2160 2, R12, F1 KGB5 GB5 5-1/4 specify 3-1/2 4 10 WS3 6 WS3 7000 7000 7000 2160 KHGB5 HGB5 5-1/4 specify 4 4 12 WS3 6 WS3 7000 7000 7000 2160 KHHB7 HHB7 6-7/8 specify 3 4 6 WS3 6 WS3 5960 6330 6575 2160 2, R12, F1 KGB7 GB7 6-7/8 specify 3-1/2 4 10 WS3 6 WS3 7000 7000 7000 2160 KHGB7 HGB7 6-7/8 specify 4 4 12 WS3 6 WS3 7000 7000 7000 2160

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) "Specify" denotes the required supported beam height must be specified at the time of ordering. 3) Supporting header shall be no less than 3-in thick. 4) WS3 Wood Screws are 1/4" x 3" long and are included with hangers. New products or updated product information are designated in blue font.

BeamWidth

(in)

3-1/8

5-1/8

6-3/4

CodeRef.


Roof

2, R12

2, R12

USPStock No.

Dimensions (in)2

FC^ = 625 psi

Fastener Schedule4

Header3 Joist

Uplift1

160%

Typical KHHB installation

KHGB

KHHB

KGB


H

DW

2-1/2"

DW

2-1/2"

H

DW

2-1/2"

H

Glulam Beam

Connectors

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KGLT / KHGLT Glulam Beam Hangers

Typical KGLT5 installation

KGLT

KHGLT

These heavy beam hangers are designed for use with glulam and timber beams. The continuous top mount flange offers high load capacity with minimal nailing.

KGLT – Medium capacity hanger.

KHGLT – Heavy capacity hanger.

Materials: See chartFinish: USP primerOptions: See Specialty Options ChartCodes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• Beam height dimension (H) must be specified when ordering.• See Welded installation chart on page 249.

Option Skewed1,3 Sloped Seat2,3 Sloped / Skewed1,2,3 Sloped Top Flange4 Top Flange Offset Saddle

Range 1˚ to 50˚ 1˚ to 45˚ See Sloped Seat and Skewed 0˚ to 45˚ -- --

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) Skewed hangers typically require a bevel cut however, a square cut option may be available as a custom when requested. 4) Sloped top flanges with slopes greater than 15° may have additional header nails.

AllowableLoads

Ordering

50% of uplift load onskew greater than 15˚



product number. Ex. KGLT3_H=16_SK45R_BV



KGLT3_H=16_SA=5-1/2"

KGLT – 4,110-lb MaxKHGLT – 7,000-lb Max



KGLT3_H=16_SL30D


KGLT3_H=16_SK45R_BV_SL30D


to product number.Ex. KGLT3_H=16_SF30L


Ex. KGLT3_H=16_OSL


Table Loads usingReduce Allowable


60% of table loadfor KGLT.

45% of table loadfor KHGLT.


Floor Uplift1

Ref. No. W H4 L Type Qty Type 100%3 115% 125% 160% KGLT3 GLT3 3 7 3-1/4 specify 10 4 6 WS3 8 WS3 7545 7815 7995 2870 KHGLT3 HGLT3 3 7 3-1/4 specify 12 6 12 WS3 6 WS3 12965 13400 13400 2440 KGLT4 GLT4, GLTV4 3 7 3-5/8 specify 10 4 6 WS3 8 WS3 7545 7815 7995 2870 KHGLT4 HGLT4, HGLTV4 3 7 3-5/8 specify 12 6 12 WS3 6 WS3 12965 13400 13400 2440 KGLT5 GLT5, GLTV5 3 7 5-1/4 specify 10 4 6 WS3 8 WS3 7545 7815 7995 2870 KHGLT5 HGLT5, HGLTV5 3 7 5-1/4 specify 12 6 12 WS3 6 WS3 12965 13400 13400 2440

5-5/16 KHGLT537 HGLTV5.37 3 7 5-3/8 specify 12 6 12 WS3 6 WS3 12965 13400 13400 2440 KGLT6 GLT6, GLTV6 3 7 5-5/8 specify 12 4 6 WS3 8 WS3 7545 7815 7995 2870 KHGLT6 HGLT6, HGLTV6 3 7 5-5/8 specify 12 6 12 WS3 6 WS3 12965 13400 13400 2440 KGLT7 GLT7, GLTV7.12 3 7 6-7/8 specify 12 4 6 WS3 8 WS3 7545 7815 7995 2870 KHGLT7 HGLT7, HGLTV7.12 3 7 6-7/8 specify 12 6 12 WS3 6 WS3 12965 13400 13400 2440 KGLT9 -- 3 7 8-7/8 specify 14 4 6 WS3 8 WS3 7545 7815 7995 2870 KHGLT9 HGLT9, HGLTV9 3 7 8-7/8 specify 14 6 12 WS3 6 WS3 13400 13400 13400 2440

10-3/4 KHGLT11 -- 3 7 10-7/8 specify 16 6 12 WS3 6 WS3 13400 13400 13400 2440

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) KGLT load values based on 460 psi perpendicular to grain loading. KHGLT load values based on 625 psi perpendicular to grain loading. 3) No further increase for duration of load allowed. 4) "Specify" denotes the required supported beam height that must be specified at time of ordering, with 7-1/2-in being the minimum. 5) WS3 Wood Screws are 1/4" x 3" long and are included with hangers. New products or updated product information are designated in blue font.

Allowable Loads (Lbs.)2Dimensions (in) Fastener Schedule5

USPStock No.

TopFlange

Steel Gauge

U-Strap

BeamWidth

(in)

2,R12,F1

RoofHeader Joist

CodeRef.

TopQty

FaceQty

8-3/4

3-1/8

3-1/2

5-1/8

5-1/2

6-3/4

Specialty Options Chart– refer to Specialty Options pages 245 and 247-248 for additional details


L

H

5"

3-1/2"2-1/2"

W

L

H

6"

2-1/2"

6-3/4"

W


Qty Type Qty Type 100% 100%2x 4 WS15 8 WS15 5210 -- 4375 --3x 6 WS15 8 WS15 6655 -- 5590 --

(2) 2x 8 WS3 8 WS3 6430 -- 5400 --4X 10 WS3 8 WS3 6040 -- 5075 --

1) Listed loads shall not be increased. 2) USP's WS15 Wood Screws are 1/4" diameter x 1-1/2" long and are not included with hangers. 3) USP's WS3 Wood Screws are 1/4" x 3" long and are included with hangers. New products or updated product information are designated in blue font.


S-P-FAllowable Loads (Lbs.)Header Joist

KGLT

USPSeries

NailerSize

Uplift160%

Uplift160%


2) KGLT load values based on 460 psi perpendicular to grain loading. KHGLT load values based on 625 psi perpendicular to grain loading.

3) No further increase for duration of load allowed.

4) "Specify" denotes the required supported beam height that must be specified at time of ordering, with 7-1/2-in being the minimum.

5) WS3 Wood Screws are 1/4" x 3" long and are included with hangers.


1) Listed loads shall not be increased.2) USP's WS15 Wood Screws are 1/4" diameter x 1-1/2" long and are not

included with hangers.3) USP's WS3 Wood Screws are 1/4" x 3" long and are included with hangers.New products or updated product information are designated in blue font.

KGLT Nailer Options – chart represents maximum allowable loads for hangers used on wood nailers. Reference page 153.

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KHC Hinge Connectors

Supports a glulam beam off of another glulam beam. Refer to the Optional Horizontal Loading Chart for design variations.


Installation:• Use all specified fasteners. See Product Notes, page 18.• To allow for wood shrinkage, position bolts in slots away

from the bearing seat.• For dapped beams, reduce the “H” dimension by the “PT”

dimension for each dap.

Ref. No. Qty Qty F1 160% * KHC HCA 8 2 3/4 -- -- -- * KHC2T -- 9 2 3/4 2 3/4 -- KHC2CT HC2CTA 12 2 3/4 2 3/4 9445 KHCCT HCCTA 12 2 3/4 3 3/4 14170 KHC4CT HC4CTA 12 2 3/4 4 3/4 18895 * KHC3 HC3A 8 3 3/4 -- -- -- * KHC3T -- 9 3 3/4 3 3/4 -- KHC2C3T -- 12 3 3/4 2 3/4 9445 KHCC3T HCC3TA 12 3 3/4 3 3/4 14170 KHC4C3T HC4C3TA 12 3 3/4 4 3/4 18895

1) Loads are based on a 5-1/8-in width Douglas-Fir Larch beam. 2) All bolts are 3/4", and shall meet or exceed the specifications of ASTM A 307. 3) Minimum H may be less than H required for listed loads; in which case, load reductions are required. * When used with optional KHCST Seismic Strap, the minimum H is 12-in.

USPStock No.

Prefix

Rotation

Bolts2/Beam

Seismic

Bolts2Min.

H3

(in)

DF/SPAllowable

Loads (Lbs.)1

Dia(in)

Dia(in)

Typical KHC installation KHC3

KHC3side view

KHC3top view

Optional Horizontal Loading Chart

KHC4CT KHCCTKHC4C3T KHC2C3T KHC2T

KHC3KHCC3T KHC2CTKHC3T KHC


Rotation tabs

Seismic tabs

WH

PD

PT

3"


KHCST strap Pg 183

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Typical KHCST installation

Ref. No. W PD PT 410 psi 560 psi 410 psi 560 psi55 HCA5-5 7 5-1/4 5 3/4 17-1/2 10505 14350 14 10505 1435056 HCA5-6 7 5-1/4 6 3/4 22-3/4 12610 17220 17-1/2 12610 1722057 HCA5-7 7 5-1/4 7 3/4 28-3/4 14710 20090 21-3/4 14710 2009059 HCA5-9 7 5-1/4 9 3/4 43-1/2 18910 25830 32 18910 2583075 HCA7-5 7 6-7/8 5 1 20-3/4 13840 18900 16 13840 1890076 HCA7-6 7 6-7/8 6 1 27-1/2 16605 22680 20-3/4 16605 2268077 HCA7-7 7 6-7/8 7 1 35-1/2 19375 26460 26-1/4 19375 2646079 HCA7-9 7 6-7/8 9 1 55 24910 34020 40 24910 3402095 HCA9-5 7 8-7/8 5 1-1/4 24-3/4 17940 24500 18-3/4 17940 2450096 HCA9-6 7 8-7/8 6 1-1/4 33-1/2 21525 29400 24-3/4 21525 2940097 HCA9-7 7 8-7/8 7 1-1/4 43-3/4 25115 34300 32 25115 3430099 HCA9-9 7 8-7/8 9 1-1/4 69-1/4 32290 44100 49-3/4 32290 44100115 HCA11-5 3 10-7/8 5 1-1/2 27-1/4 22040 30100 20-1/4 22040 30100116 HCA11-6 3 10-7/8 6 1-1/2 37-1/4 26445 36120 27 26445 36120117 HCA11-7 3 10-7/8 7 1-1/2 49-1/4 30855 42140 35-1/4 30855 42140119 HCA11-9 3 10-7/8 9 1-1/2 78-1/4 39670 54180 55-1/4 39670 54180

1) Allowable loads shall not be further increased for duration. 2) The minimum height is for loads shown. For heights less than the minimum shown reduce the allowable loads in direct proportion. 3) All bolts are 3/4-in, and shall meet or exceed the specifications of ASTM A 307.

CodeRef.

2, R12,F1

5-1/8

6-3/4

8-3/4

10-3/4

SteelGauge

USPStock No.

Suffix

BeamWidth

(in)

Dimensions (in) (2) Rotation Bolts3 Per Beam (3) Rotation Bolts3 Per Beam

DF/SP


DF/SP


H2

(in)H2

(in)

Allowable Download Chart

KHC Hinge Connectors

KHCST

Ref. No. W L Qty F1 160% KHCST2 -- KHCSTR2 HCSTR2 KHCST3 -- KHCSTR3 HCSTR3 KHCST4 -- KHCSTR4 HCSTR4

1) Allowable loads are for straps used in pairs, and are increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Loads are based on a 5-1/8-in width Douglas-Fir-Larch beam. 3) Seismic straps shall be used with the KHC hinge connectors.

20145

4 3/4

DF/SPAllowable

Loads (Lbs.)1,2

Bolt Schedule

8 3/4

9950

14500

Dia(in)

Dimensions (in)

CodeRef.

USP

Stock No.3Steel

Gauge

2, R12, F1

7

7

3-1/2

3-1/2

25-5/8

31-5/8

3 3-1/2 37-5/8

6 3/4

KHCST / KHCSTR Seismic Straps

Seismic straps can be installed during construction or added as a retrofit item.




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KGLS – Saddle hanger.

KGLST – Saddle hanger with seismic straps.

KHGLS – Heavier version of KGLS.

KHGLST – Heavier version of KGLST.

Materials: Top flange - 3 gauge; Stirrup - 7 gaugeFinish: USP primerOptions: See KGLS / KHGLS Specialty Options ChartCodes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18. • Loads and nail schedule apply to each saddle hanger stirrup.• Minimum header height is 8-1⁄2" for the KGLS; 8-1⁄2" for the

KGLST; 10-1⁄2" for the KHGLS, and 10-1⁄2" for the KHGLST. • Beam height dimension (H) must be specified when ordering.• KGLST and KHGLST models include seismic straps which must be installed with (3) 3⁄4"

thru-bolts in each supported member and (2) 3⁄4" thru-bolts into the supporting beams. • See Welded installation chart on page 249.

KHGLST

KGLS

Typical KHGLSTinstallation

KGLS / KGLST / KHGLS / KHGLST Glulam Saddle Hangers

Floor

Ref. No. W H4 D L TF Qty Type Qty Qty Type Qty 100% 115% 125% KGLS35 GLS3-5 3-1/4 specify 5 6 5-1/4 6 WS3 -- -- 6 WS3 -- -- 10275 10505 10655 2440 -- KGLST35 -- 3-1/4 specify 6-1/2 10 5-1/4 6 WS3 2 3/4 6 WS3 3 3/4 12900 13130 13280 2440 15120 KGLS37 GLS3-7 3-1/4 specify 5 6 6-7/8 6 WS3 -- -- 6 WS3 -- -- 10275 10505 10655 2440 -- KGLST37 -- 3-1/4 specify 6-1/2 10 6-7/8 6 WS3 2 3/4 6 WS3 3 3/4 12900 13130 13280 2440 15120 KGLS39 GLS3-9 3-1/4 specify 5 6 8-7/8 6 WS3 -- -- 6 WS3 -- -- 10275 10505 10655 2440 -- KGLST39 -- 3-1/4 specify 6-1/2 10 8-7/8 6 WS3 2 3/4 6 WS3 3 3/4 12900 13130 13280 2440 15120 KGLS55 GLS5-5 5-1/4 specify 5 9 5-1/4 6 WS3 -- -- 6 WS3 -- -- 14710 14980 15160 2440 -- KGLST55 -- 5-1/4 specify 6-1/2 12 5-1/4 6 WS3 2 3/4 6 WS3 3 3/4 19015 19285 19465 2440 15120 KGLS57 GLS5-7 5-1/4 specify 5 9 6-7/8 6 WS3 -- -- 6 WS3 -- -- 15875 16105 16255 2440 -- KGLST57 -- 5-1/4 specify 6-1/2 12 6-7/8 6 WS3 2 3/4 6 WS3 3 3/4 20180 20410 20560 2440 15120 KHGLS5 HGLS5 5-1/4 specify 6-1/2 12 specify 14 WS3 -- -- 8 WS3 -- -- 20685 20990 21195 3250 -- KHGLST5 -- 5-1/4 specify 6 12 specify 14 WS3 2 3/4 8 WS3 3 3/4 19250 19555 19760 3250 15120 KGLS77 GLS7-7 6-7/8 specify 5 12 6-7/8 6 WS3 -- -- 6 WS3 -- -- 20425 20655 20805 2440 -- KGLST77 -- 6-7/8 specify 6-1/2 12 6-7/8 6 WS3 2 3/4 6 WS3 3 3/4 24475 24745 24925 2440 15120 KGLS79 GLS7-9 6-7/8 specify 5 12 8-7/8 6 WS3 -- -- 6 WS3 -- -- 20425 20655 20805 2440 -- KGLST79 -- 6-7/8 specify 6-1/2 12 8-7/8 6 WS3 2 3/4 6 WS3 3 3/4 26095 26325 26475 2440 15120 KHGLS7 HGLS7 6-7/8 specify 6 12 specify 14 WS3 -- -- 8 WS3 -- -- 20985 21615 22035 3250 -- KHGLST7 -- 6-7/8 specify 6-1/2 14 specify 14 WS3 2 3/4 8 WS3 3 3/4 23785 24415 24835 3250 15120 KHGLS9 HGLS9 8-7/8 specify 6 12 specify 14 WS3 -- -- 8 WS3 -- -- 20985 21615 22035 3250 -- KHGLST9 -- 8-7/8 specify 6-1/2 16 specify 14 WS3 2 3/4 8 WS3 3 3/4 26585 27215 27635 3250 15120

1) Allowable loads and fastener schedules apply to each side of the saddled hanger. 3) WS3 Wood Screws are 1/4" x 3" long and are included with hangers. 2) Minimum header height is 8-1/2-in for the KGLS and KGLST; 4) Hangers with seismic straps may require a minimum joist depth. 10-1/2-in for the KHGLS and KHGLST. Consult USP for additional information.

2, R12,F1

CodeRef.

8-3/4

Joist

3-1/8

5-1/8

6-3/4

BoltsSupportedGlulam

Beam Size(in)

USPStock No.

Dimensions (in)4

Dia(in)

Wood

Screws1,3

Wood

Screws1,3

Dia(in)

Uplift160%

Tension160%

Fastener Schedule

Bolts

Header


Roof

FC^ = 560 psi

Option Skewed1,3 Sloped Seat2,3 Sloped / Skewed1,2,3 Sloped Top Flange4 Top Flange Offset Saddle

Range 1˚ to 50˚ 1˚ to 45˚ See Sloped Seat and Skewed 0˚ to 45˚ -- --

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) Skewed hangers typically require a bevel cut however, a square cut option may be available as a custom when requested. 4) Sloped top flanges with slopes greater than 15° may have additional header nails.

AllowableLoads

Ordering




product number. Ex. KGLT3_H=16_SK45R_BV



KGLT3_H=16_SA=5-1/2"

KGLT – 4,110-lb MaxKHGLT – 7,000-lb Max



KGLT3_H=16_SL30D


KGLT3_H=16_SK45R_BV_SL30D


to product number.Ex. KGLT3_H=16_SF30L


Ex. KGLT3_H=16_OSL


Table Loads usingReduce Allowable


60% of table loadfor KGLT.

45% of table loadfor KHGLT.


1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails.

3) Skewed hangers typically require a bevel cut however, a square cut option may be available as a custom when requested.

4) Sloped top flanges with greater than 15° may have additional header nails.

KGLS / KHGLS Specialty Options Chart – refer to Specialty Options pages 245 and 247-248 for additional details


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NOP2X

NOP1

Typical LPTA perpendicular installation

Typical LPTA parallel installation

NOP4

Typical NOP4 installation

NOP Moisture Barrier Plates

Truss & Rafter

Moisture Barrier Plates protect the bottom chords of trusses from moisture damage caused by direct contact with concrete. These plates eliminate the need for more expensive treated wood plates.


Installation:• Use all specified fasteners. See Product Notes, page 18.• Pre-attach to truss bottom chord or rafter using pre-punched prongs

and/or 6d common nails to prevent wood-to-concrete contact.

Size Ref. No. W L Qty Type NOP2X TSS2, TBP8 26 1-7/16 8 -- -- NOP1 -- 22 1-1/2 8 2 6d

4x NOP4 TSS2-2 26 3-1/2 8 2 6d

1) Nails: 6d nails are 0.120" dia. x 2" long.

2x

CodeRef.

120

Stock No.

SteelGauge


LPTA Embedded Truss Anchors

Low profile design attaches to 2 x 4 or larger bottom chords and provides uplift and lateral load resistance.


Installation:• Use all specified fasteners. See Product Notes, page 18.• Embed LPTA 4" into concrete tie beam or masonry bond beam.• Anchors should be spaced no closer than 8" center-to-center.• Moisture barrier may be required.

Ref. No. W H TypePerpendicular 1510 335 745 345 1510 280 745 345

Parallel 1470 750 1085 335 1470 750 975 280

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Grout or concrete compressive strength shall be 2,500 psi or greater at 28 days. 3) Minimum quantity of fasteners to be installed. Product may have additional nail holes not needed to meet published allowable load of product. 4) The five nail holes nearest the embedment line must be filled to achieve the lateral loads listed in the table. 5) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long. New products or updated product information are designated in blue font.

LPTA LTA2 5 8-1/4

S-P-FAllowable

Loads (Lbs.)1,2

USPStock No.

SteelGauge

MinQty.3,4

Fastener Schedule5 DF/SP


F3160%

CodeRef.

F1618

LoadDirectionto Wall

Installation

Dimensions(in)

10 10d x 1-1/2

Uplift160%

Uplift160%

Per Anchor

F1160%

F2160%

F3160%

F1160%

F2160%

LW

LW

LW

Uplift

F1

F3F2

LPTA

Uplift

F1F1

F3

F2

1-7/16"

1-3/4"

H

W

4"

186

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The HLPTA75 is designed and tested to provide higher lateral capacity and net uplift. Offers greater pullout resistance and is compatible with bond beam reinforcing.

Materials: 18 gaugeFinish: G90 galvanizing Codes: See page 10 for Code Reference ChartPatent: #7,254,919

Installation:• Use all specified fasteners. See Product Notes, page 18.• Embed in concrete tie beam or masonry bond beam until

the seat is resting on the surface.• Minimum of one #7 rebar or two #5 rebars through the

theoretical shear cone is required.• Grout or concrete compressive strength shall be

2,500 psi at 28 days.• Minimum spacing between anchors is 10" to achieve

full design load capacities on single anchors.• When used in a double rebar installation, concrete

tie beam stirrup should be sized to accommodate connector leg placement.

• Designer shall verify connector clearance when using in conjunction with stirrups and two rebar applications.

• Verify grout is not in contact with truss member. Moisture barrier may be required.

HLPTA Embedded Truss Anchor

Truss & Rafter

Typical HLPTA75 single rebar installation

Typical HLPTA75single anchor installation

HLPTA75

Typical HLPTA75 double rebar installation

Typical HLPTA75double anchor installation

Ref. No. Qty Type Qty TypeSingle Anchor 2 10d x 1-1/2 20 10d x 1-1/2 2125 1860 1715 2125 1860 1160 F22Double Anchor -- -- 40 10d x 1-1/2 3500 2040 2100 3500 2040 2100 130

1) Allowable loads have been increased 60% for wind and seismic loads; no further increase shall be permitted. 2) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long.

CodeRef.

Fastener Schedule2

Seat Plate Truss/Rafter

DF/SP


Uplift160%

S-P-F


Uplift160%

F1160%

F2160%

F1160%

F2160%

InstallationType

HLPTA75

USPStock No.

SteelGauge

-- 18

F1

F2

Truss member Uplift

F1

F2

Truss member Uplift

Masonry wall

Tie beam reinforcing

Concrete tie wall

1-3/16"

4-15/16"

9-9/16"

5-1/8"1-9/16"

13/16"

13/16"

187

Truss & Rafter

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HTA24-18

HHTA16

HTA – 16 or 18 gauge

HTAR – 16 or 18 gauge with attached moisture barrier.

HHTA – 14 gauge

Ma terials: See chartFinish: G90 galvanizingOptions: See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• Embed 4" into concrete tie beam or masonry bond beam.• For double anchor installations: anchors should be installed

on opposite sides of wood member and offset a minimum 3/4" from each other in bond beam or concrete tie beam.

• Designer may specify alternative nailing schedules. Refer to Nail Specification table on page 21 for nail shear values, load values shall not exceed published allowable loads.

• When using alternative nailing schedules, lower-most holes in strap shall be filled progressing upward towards the top of the strap.

• Straps may be installed straight or wrapped over to achieve table loads.

• Moisture barrier will be required in HTA / HHTA unless another moisture remediation method is used.

HTA / HHTA / HTAR Embedded Truss Anchors


Truss & Rafter

F2

Uplift

F1

F3

H

4" Embedment

W

1-1/2"

F1F2

F3

Uplift

3/4" min offset for single ply

roof

Typical HTA24-18 single anchor installation

Typical HTA16 double anchor installation

HTA16R

H

4" Embedment

W

1-1/2"

Moisture Barrier Seat


2) Allowable loads are based on anchorage to masonry/uncracked concrete.3) DF Allowable Loads are identical to all SP Allowable Loads listed in the chart with the exception

of the HTA single anchor installation type uplift allowable load which is limited to 1730 lbs. in both masonry and concrete.

4) Minimum specified masonry or concrete compressive strength, f'm is 1,500 psi and f'c is 2,500 psi at 28 days respectively.

5) Allowable loads require a No. 4 rebar through the shear cones of the anchors.

6) Minimum quantity of fasteners to be installed. Product may have additional nail holes not needed to meet published allowable load of product.

7) Height (H) is the distance the anchor extends out of concrete or masonry.8) Double anchor installation is permitted on 1-ply roof members when anchors are offset from

each other a minimum of 3/4-inch. Do not install anchors directly back-to-back or nails will interfere with each other.

9) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long. New products or updated product information are designated in blue font.

H4" Embedment

W

1-1/2"

1 Ply 2 Ply 1 Ply 2 Ply

Ref. No. Type9

Single Anchor 1870 1870 1870 1870 270 710 945Double Anchor 2430 2430 2430 2430 1215 1310 1215Single Anchor 1870 1870 1870 1870 270 710 945Double Anchor 2430 2430 2430 2430 1215 1310 1215Single Anchor 1870 1870 1870 1870 270 710 945Double Anchor 2430 2430 2430 2430 1215 1310 1215

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Allowable loads are based on anchorage to masonry/uncracked concrete.

3) DF Allowable Loads are identical to all SP Allowable Loads listed in the chart with the exception of the HTA single anchor installation type uplift allowable load which is limited to 1730 lbs. in both masonry and concrete. 4) Minimum specified masonry or concrete compressive strength, f'm is 1,500 psi and f'c is 2,500 psi at 28 days respectively. 5) Testing conducted and design values based on unreinforced masonry. Rebar in wall specified by others. 6) Minimum quantity of fasteners to be installed. Product may have additional nail holes not needed to meet published allowable load of product. 7) Height (H) is the distance the anchor extends out of concrete or masonry. 8) Double anchor installation is permitted on 1-ply roof members when anchors are offset from each other a minimum of 3/4-inch. Do not install anchors directly back-to-back or nails will interfere with each other. 9) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long. New products or updated product information are designated in blue font.


Ref. No. Type9

Single Anchor 1625 1625 1625 1625 250 570 835Double Anchor 2430 2430 2430 2430 1085 1140 1085Single Anchor 1625 1625 1625 1625 250 570 835Double Anchor 2430 2430 2430 2430 1085 1140 1085Single Anchor 1870 1870 1870 1870 270 710 945Double Anchor 2430 2430 2430 2430 1215 1310 1215Single Anchor 1870 1870 1870 1870 270 710 945Double Anchor 2430 2430 2430 2430 1215 1310 1215Single Anchor 1870 1870 1870 1870 270 710 945Double Anchor 2430 2430 2430 2430 1215 1310 1215Single Anchor 2375 2375 2375 2375 270 710 945Double Anchor 2650 2650 2650 2770 1215 1310 1215Single Anchor 1625 1625 1625 1625 250 570 835Double Anchor 2430 2430 2430 2430 1085 1140 1085Single Anchor 1625 1625 1625 1625 250 570 835Double Anchor 2430 2430 2430 2430 1085 1140 1085Single Anchor 1870 1870 1870 1870 270 710 945Double Anchor 2430 2430 2430 2430 1215 1310 1215Single Anchor 1870 1870 1870 1870 270 710 945Double Anchor 2430 2430 2430 2430 1215 1310 1215Single Anchor 1870 1870 1870 1870 270 710 945Double Anchor 2430 2430 2430 2430 1215 1310 1215Single Anchor 2375 2375 2375 2375 270 710 945Double Anchor 2650 2650 2650 2770 1215 1310 1215Single Anchor 1625 1625 1625 1625 250 570 835Double Anchor 2430 2430 2430 2430 1085 1140 1085Single Anchor 1625 1625 1625 1625 250 570 835Double Anchor 2430 2430 2430 2430 1085 1140 1085Single Anchor 1870 1870 1870 1870 270 710 945Double Anchor 2430 2430 2430 2430 1215 1310 1215Single Anchor 1870 1870 1870 1870 270 710 945Double Anchor 2430 2430 2430 2430 1215 1310 1215Single Anchor 1870 1870 1870 1870 270 710 945Double Anchor 2430 2430 2430 2430 1215 1310 1215Single Anchor 1870 1870 1870 1870 240 470 680Single Anchor 2430 2430 2430 2430 955 940 955Single Anchor 1870 1870 1870 1870 240 470 680Single Anchor 2430 2430 2430 2430 955 940 955



F16

F16

H7

(Out of Concrete)

USPStock No. GA W

Min

Qty.6Installation

Type8Uplift160%

Uplift160%

Uplift160%

HTA16-18 META12, META16

HTA16-18R META16-TSS2

HTA16 HETA16

HTA16R HETA16-TSS2

HTA16-2R HETA16-TSS2-2

18

16

CodeRef.

F2160% Co

rros

ion

Fini

shF3160%

11 10d x 1-1/2

GA W

Min

Qty.6F1

160%Uplift160%

H7

(Out of Concrete)

Uplift160%

Installation

Type8

14

1-1/4 12

Dimensions (in)FastenerSchedule

SP

Allowable Loads (Lbs.)1,2,3,4,5

Corr

osio

nFi

nish

9 10d x 1-1/2

CodeRef.

9

SP


Uplift160%

Uplift160%

Masonry Concrete Lateral LoadsMasonry/Concrete (1 or 2 Ply)

Per AnchorMasonry Concrete Lateral Loads

Masonry/Concrete (1 or 2 Ply)

Uplift160%

F1160%

F2160%

F3160%

10d x 1-1/2

HTA12

HTA12R

HETA12

HETA12-TSS2


FastenerSchedule

1-1/4 8 9 10d x 1-1/216

USPStock No.

Per Anchor

Dimensions (in)

HHTA16 HHETA16

META18, META20

HTA20-18

HTA20 HETA20


16 HTA20R HETA20-TSS2


HHTA20 HHETA20

16

9 10d x 1-1/2

9 10d x 1-1/2

11 10d x 1-1/2

1-1/4

14

1-1/4 42-1/2 910d x 1-1/2

10d x 1-1/2

HTA48R

HTA48-2R

--

HETA40-TSS2-216

1-1/4 20

9 10d x 1-1/2

9 10d x 1-1/2


HTA24 HETA24

18

16



HTA24R HETA24-TSS2

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Ref. No. Type9

Single Anchor 1870 1870 1870 1870 270 710 945Double Anchor 2430 2430 2430 2430 1215 1310 1215Single Anchor 1870 1870 1870 1870 270 710 945Double Anchor 2430 2430 2430 2430 1215 1310 1215Single Anchor 1870 1870 1870 1870 270 710 945Double Anchor 2430 2430 2430 2430 1215 1310 1215




Ref. No. Type9

Single Anchor 1625 1625 1625 1625 250 570 835Double Anchor 2430 2430 2430 2430 1085 1140 1085Single Anchor 1625 1625 1625 1625 250 570 835Double Anchor 2430 2430 2430 2430 1085 1140 1085Single Anchor 1870 1870 1870 1870 270 710 945Double Anchor 2430 2430 2430 2430 1215 1310 1215Single Anchor 1870 1870 1870 1870 270 710 945Double Anchor 2430 2430 2430 2430 1215 1310 1215Single Anchor 1870 1870 1870 1870 270 710 945Double Anchor 2430 2430 2430 2430 1215 1310 1215Single Anchor 2375 2375 2375 2375 270 710 945Double Anchor 2650 2650 2650 2770 1215 1310 1215Single Anchor 1625 1625 1625 1625 250 570 835Double Anchor 2430 2430 2430 2430 1085 1140 1085Single Anchor 1625 1625 1625 1625 250 570 835Double Anchor 2430 2430 2430 2430 1085 1140 1085Single Anchor 1870 1870 1870 1870 270 710 945Double Anchor 2430 2430 2430 2430 1215 1310 1215Single Anchor 1870 1870 1870 1870 270 710 945Double Anchor 2430 2430 2430 2430 1215 1310 1215Single Anchor 1870 1870 1870 1870 270 710 945Double Anchor 2430 2430 2430 2430 1215 1310 1215Single Anchor 2375 2375 2375 2375 270 710 945Double Anchor 2650 2650 2650 2770 1215 1310 1215Single Anchor 1625 1625 1625 1625 250 570 835Double Anchor 2430 2430 2430 2430 1085 1140 1085Single Anchor 1625 1625 1625 1625 250 570 835Double Anchor 2430 2430 2430 2430 1085 1140 1085Single Anchor 1870 1870 1870 1870 270 710 945Double Anchor 2430 2430 2430 2430 1215 1310 1215Single Anchor 1870 1870 1870 1870 270 710 945Double Anchor 2430 2430 2430 2430 1215 1310 1215Single Anchor 1870 1870 1870 1870 270 710 945Double Anchor 2430 2430 2430 2430 1215 1310 1215Single Anchor 1870 1870 1870 1870 240 470 680Single Anchor 2430 2430 2430 2430 955 940 955Single Anchor 1870 1870 1870 1870 240 470 680Single Anchor 2430 2430 2430 2430 955 940 955



F16

F16

H7

(Out of Concrete)

USPStock No. GA W

Min

Qty.6Installation

Type8Uplift160%

Uplift160%

Uplift160%



HTA16 HETA16

HTA16R HETA16-TSS2


18

16

CodeRef.

F2160% Co

rros

ion

Fini

shF3160%

11 10d x 1-1/2

GA W

Min

Qty.6F1

160%Uplift160%

H7

(Out of Concrete)

Uplift160%

Installation

Type8

14

1-1/4 12

Dimensions (in)FastenerSchedule

SP


Corr

osio

nFi

nish

9 10d x 1-1/2

CodeRef.

9

SP


Uplift160%

Uplift160%

Masonry Concrete Lateral LoadsMasonry/Concrete (1 or 2 Ply)

Per AnchorMasonry Concrete Lateral Loads

Masonry/Concrete (1 or 2 Ply)

Uplift160%

F1160%

F2160%

F3160%

10d x 1-1/2

HTA12

HTA12R

HETA12

HETA12-TSS2


FastenerSchedule

1-1/4 8 9 10d x 1-1/216

USPStock No.

Per Anchor

Dimensions (in)

HHTA16 HHETA16

META18, META20

HTA20-18

HTA20 HETA20


16 HTA20R HETA20-TSS2


HHTA20 HHETA20

16

9 10d x 1-1/2

9 10d x 1-1/2

11 10d x 1-1/2

1-1/4

14

1-1/4 42-1/2 910d x 1-1/2

10d x 1-1/2

HTA48R

HTA48-2R

--

HETA40-TSS2-216

1-1/4 20

9 10d x 1-1/2

9 10d x 1-1/2


HTA24 HETA24

18

16



HTA24R HETA24-TSS2




HTA / HHTA / HTAR Embedded Truss Anchors

Truss & Rafter

HHTA16

Uplift

F1

F3H

4" Embedment

W

1-1/2"

16"

HHTA20Typical HHTA20

double roof-truss installationTypical HHTA20

single roof-truss installation

H

4" Embedment

W

20"

1-1/2"

189

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DHTA Embedded Truss Anchors

Truss & Rafter

The DHTA embedded truss anchor series offer high uplift capacity with a two-strap design. The straps are attached to USP's NOP style plate which ensures proper placement of straps while also providing a moisture barrier between the top of the wall and the truss.

Materials: DHTA-18 – 18 gauge; DHTA – 16 gaugeFinish: G90 galvanizingCodes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. • Embed 4" into concrete tie beam or masonry bond beam.• Designer may specify alternative nailing schedules. • When using alternative nailing schedules, lower-most holes in strap

shall be filled progressing upward towards the top of the strap.• Straps may be installed straight or wrapped over to

achieve table loads.• Moisture barrier plate may be under bent during shipping causing

attached straps to be misaligned. Install straps vertically at 90° from the horizontal top surface of the wall.

Ref. No. Type9 Masonry Concrete1 Ply 24302 Ply 27701 Ply 24302 Ply 27701 Ply 24302 Ply 27701 Ply 24302 Ply 27701 Ply 24302 Ply 27701 Ply 24302 Ply 27701 Ply 24302 Ply 27701 Ply 24302 Ply 27701 Ply 24302 Ply 27701 Ply 24302 Ply 27701 Ply 24302 Ply 27701 Ply 24302 Ply 2770

16 10d x 1-1/2 1 Ply 2430 2430 1215 1310 121516 10d x 1-1/2 2 Ply 2430 2770 1215 1310 121516 10d x 1-1/2 1 Ply 2430 2430 1215 1310 121516 10d x 1-1/2 2 Ply 2430 2770 1215 1310 121516 10d x 1-1/2 1 Ply16 10d x 1-1/2 2 Ply16 10d x 1-1/2 1 Ply16 10d x 1-1/2 2 Ply

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Allowable loads are based on anchorage to masonry/uncracked concrete. 3) DF lumber may be substituted for SP with no load reduction. 4) Minimum specified masonry or concrete compressive strength, f'm is 1,500 psi and f'c is 2,500 psi at 28 days respectively. 5) The five nail holes nearest the embedment line must be filled to achieve the lateral loads listed in the table. 6) Minimum quantity of fasteners to be installed. Product may have additional nail holes not needed to meet published allowable load of product. 7) Install (8) nails into each anchor for the DHTA installation. 8) Height (H) is the distance the anchor extends out of concrete or masonry. New products or updated product information are designated in blue font.

CodeRef.

USPStock No.

SteelGauge W

Min

Qty.6F1

160%F2

160%F3

160%

Dimension (in) Fastener Schedule SP Allowable Loads (Lbs.)1,2,3,4

H8

(Out of Concrete)

Per AnchorNo.of

Plies

Uplift 160% Lateral Loads5

10d x 1-1/2 2430 1085 1140 1085 DHTA16-18 -- 18 1-1/4 12 8

10d x 1-1/2 2430 1085 1140 1085 DHTA16-18-2 -- 18 1-1/4 12 8

10d x 1-1/2 2430 1085 1140 1085 DHTA20-18 -- 18 1-1/4 16 8

10d x 1-1/2 2430 1085 1140 1085 DHTA20-18-2 -- 18 1-1/4 16 8

10d x 1-1/2 2430 1085 1140 1085 DHTA24-18 -- 18 1-1/4 20 8

10d x 1-1/2 2430 1085 1140 1085 DHTA24-18-2 -- 18 1-1/4 20 8

10d x 1-1/2 2430 1215 1310 1215 DHTA12 -- 16 1-1/4 8 8

10d x 1-1/2 2430 1215 1310 1215 DHTA12-2 -- 16 1-1/4 8 8

10d x 1-1/2 2430 1215 1310 1215 DHTA16 -- 16 1-1/4 12 8

10d x 1-1/2 2430 1215 1310 1215 DHTA16-2 -- 16 1-1/4 12 8

10d x 1-1/2 2430 1215 1310 1215 DHTA20 DETAL20 16 1-1/4 16 8

10d x 1-1/2 2430 1215 1310 1215 DHTA20-2 -- 16 1-1/4 16 8

DHTA24-2 -- 1-1/4 20 8

DHTA24 -- 1-1/4 20 8

DHTA48-2 -- 1-1/4 43 8

DHTA48 -- 1-1/4 43 8

2430 2430 955 940 955

F16

2430 955 940 9552430

DHTA

DHTA 1-Ply plan view(DHTA 2-Ply application similar)

Typical DHTA 1-Ply installation

F2

F1

F3

Uplift

W

H

1-1/2"

4" embed

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DTC Embedded Truss Anchors

The DTC series attaches trusses to concrete or masonry walls. Innovative seat design gives added lateral resistance while still providing a moisture barrier.


Installation:• Use all specified fasteners. See Product Notes, page 18.• Embed 4" into concrete tie beam or masonry bond beam.• Installations should be spaced no closer together than 8"

center-to-center.• Straps may be installed straight or wrapped over to

achieve table loads.

Typical DTCinstallation

DTC

Ref. No. Qty Type Qty Type

DTC HETAL12, HETAL16, HETAL20

16 16 4 10d x 1-1/2 9 10d x 1-1/2 1825 840 1200 1290 1440 840 1200 1290 F9

1) Allowable loads have been increased 60% for wind and seismic loads; no further increase shall be permitted. 2) Grout or concrete compressive strength shall be 2500 psi or greater at 28 days. 3) Allowable loads require a No. 5 rebar through the shear cones of the anchors. 4) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long.

Out o

f Co

ncre

te

H (in)

USPStock No.

SteelGauge

TowardStrap

TowardStrap

Away from Strap

Uplift160%

Uplift160%

CodeRef.

Fastener Schedule4

F1 160% F1 160%

Seat Plate Truss/Rafter

DF/SP


S-P-F


F2160%

F2160%

Away from Strap

Truss & Rafter

1-1/4"

H

4" embedment

1"

1-1/2"

8-1/2"

F2

UpliftUplift

F1

191

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TA12 -- 14 1 6-3/4 5 10d x 1-1/2 990 245 335 1980 490 670 TA14 -- 14 1 8-3/4 7 10d x 1-1/2 1205 245 335 2410 490 670 TA14R -- 14 1 8-3/4 7 10d x 1-1/2 1205 245 335 2410 490 670 TA16 -- 14 1 10-3/4 8 10d x 1-1/2 1205 245 335 2410 490 670 TA16R -- 14 1 10-3/4 8 10d x 1-1/2 1205 245 335 2410 490 670 TA18 -- 14 1 12-3/4 8 10d x 1-1/2 1205 245 335 2410 490 670 TA18R -- 14 1 12-3/4 8 10d x 1-1/2 1205 245 335 2410 490 670 TA20 -- 14 1 14-3/4 8 10d x 1-1/2 1205 245 335 2410 490 670 TA20R -- 14 1 14-3/4 8 10d x 1-1/2 1205 245 335 2410 490 670 TA22 -- 14 1 16-3/4 8 10d x 1-1/2 1205 245 335 2410 490 670 TA22R -- 14 1 16-3/4 8 10d x 1-1/2 1205 245 335 2410 490 670 TA24 -- 14 1 18-3/4 8 10d x 1-1/2 1205 245 335 2410 490 670 TA24R -- 14 1 18-3/4 8 10d x 1-1/2 1205 245 335 2410 490 670 TA36 -- 14 1 30-3/4 8 10d x 1-1/2 1205 245 335 2410 490 670

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Allowable loads are based on anchorage to masonry/uncracked concrete. 3) DF Allowable Loads are identical to all SP Allowable Loads listed in the chart. 4) Minimum specified masonry or concrete compressive strength, f'm is 1,500 psi and f'c is 2,500 psi at 28 days respectively. 5) Allowable loads require a No. 4 rebar through the shear cones of the anchors. 6) "R" after TA models indicates truss anchors with riveted moisture barrier as in TA12R. 7) Minimum quantity of fasteners to be installed. Product may have additional nail holes not needed to meet published allowable load of product. 8) Height (H) is the distance the anchor extends out of concrete or masonry. 9) Double anchor installation is permitted on 1-ply roof members when anchors are offset from each other a minimum of 3/4-inch. Do not install anchors directly back-to-back or nails will interfere with each other. 10) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long. New products or updated product information are designated in blue font.

CodeRef.

130

USP

Stock No.6Steel

Gauge W

Min

Qty.7F2

160%Uplift160%

F1160%

F2160%

Uplift160%

F1160%


H8

(Out of Concrete)

Per Anchor

SP


Single Anchor Double Anchor9

TA20R

TA18

TA / TAR Embedded Truss Anchors

Truss & Rafter

F1

F2

Uplift

F1

F2

Uplift

H

4" Embedment

W

1-1/2"

1" Typ.

4" Embedment

H

8-1/2"

W

1-1/2"

1"

Typical TA18 installation

Typical TA16R installation

Moisture Barrier Seat

TA – Anchors are rated for both uplift and lateral loads. They can be installed straight or field-bent around truss or rafter members. An embossed embedment line assures accurate embedment depth.

TAR – Riveted anchors provide a moisture barrier in addition to uplift and lateral resistance all in one product.

Ma terials: 14 gaugeFinish: G90 galvanizingCodes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• Embed 4" into concrete tie beam or masonry bond beam.• For double anchor installations: anchors should be installed on opposite

sides of wood member and offset a minimum 3/4" from each other in bond beam or concrete tie beam. See increased design values in chart below.

• Designer may specify alternative nailing schedules. Refer to Nail Specification table on page 21 for nail shear values, load values shall not exceed published allowable loads.

• When using alternative nailing schedules, lower-most holes in strap shall be filled progressing upward towards the top of the strap.

• Straps may be installed straight or wrapped over to achieve table loads.• Moisture barrier will be required in installations unless

another moisture remediation method is used.

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RFUS Uplift Girder Ties

Truss & Rafter

The RFUS is a multi-purpose engineered solution for attaching trusses to concrete or masonry walls. Wedgebolt™ fastening eliminates mislocated cast-in-place anchor bolts and allows retrofit installations.

Materials: 10 gaugeFinish: USP primerCodes: See page 10 for Code Reference Chart Installation:• Always install in pairs.• Use all specified fasteners. See Product Notes, page 18.• Powers Wedge-Bolt+ screw anchors require Powers SDS Wedge-Bit

drill bit. Wedge-Bits are not included and must be ordered seperately. Refer to page 34.

• Designer shall be responsible for design of masonry structure, including any required reinforcement.

• For 1 ply applications, add filler block. Refer to page 221 for wood filler block installation.


Ref. No. Qty Type7 Qty RFUS FGTR 10 2 Ply > 12 WS3 4 3/4" x 6" 7100 F26

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Use Powers 3/4" x 6" Wedge Bolt+ or DeWalt 3/4" x 6" Screw-Bolt+; or equal, installed in accordance with manufacturer's specifications. 3) Powers 3/4" x 6" Wedge Bolt+ or DeWalt 3/4" x 6" Screw-Bolt+ are not supplied with RFUS ties. See page 34 for anchor information. 4) Fasteners shall be installed to fully grouted and reinforced concrete masonry or reinforced concrete (f'c = 2,500 psi at 28 days). 5) Fastener shedule is for two straps used together. The straps shall be installed in pairs. 6) Truss plies shall be fastened together to act as a unit. 7) WS3 Wood Screws are 1/4" x 3" long and are supplied with RFUS connector. New products or updated product information are designated in blue font.

CodeRef.

USPStock No.

No. of

Plies6Steel

Gauge

Fastener Schedule5

Rafter/Truss Concrete/Masonry4


Uplift

160%1

Screw

Anchor2,3

Typical RFUS installation

RFUS

30-1/2"

4"

5-1/2"

5"Uplift

193

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UGTS / USC Uplift Girder Ties

UGTS – 2-screw anchor shorter design when space is limited.

USC – 4-screw anchor high load design.


Installation:• Use all specified fasteners. See Product Notes, page 18. • Place connector over truss or rafter and fasten with specified fasteners.• Designer shall be responsible for design of masonry structure,

including any required reinforcement.• For 2 ply applications, add filler block. Refer to page 217 for wood

filler block installation.• Works with heel heights up to 14".• Moisture barrier may be required.• Powers Wedge-Bolt+ screw anchors require Powers SDS Wedge-Bit

drill bit. Wedge-Bits are not included and must be ordered seperately. Refer to page 34.

UGTS63Typical USC53 installationUGTS Similar

Typical USC3F installationUGTS similar

UGTS4F

USC3F

Description Ref. No. W H Qty Type5 Qty UGTS3F -- 10 4-3/4 23 8 16d 2 3/4" x 6" 7813

2 78134 10133

UGTS4F -- 10 6-1/2 23 8 16d 2 3/4" x 6" 78132 78134 10133

UGTS43 -- 10 4-3/4 23 8 16d 2 3/4" x 6" 7813 UGTS44 -- 10 6-1/2 23 8 16d 2 3/4" x 6" 7813

2 78134 101332 78134 10133

UGTS53 -- 10 4-3/4 23 8 16d 2 3/4" x 6" 7813 UGTS54 -- 10 6-1/2 23 8 16d 2 3/4" x 6" 7813

2 78134 101332 78134 10133

UGTS63 -- 10 4-3/4 23 8 16d 2 3/4" x 6" 7813 UGTS64 -- 10 6-1/2 23 8 16d 2 3/4" x 6" 7813

2 78134 101332 78134 10133

UGTS73 -- 10 4-3/4 23 8 16d 2 3/4" x 6" 7813 UGTS74 -- 10 6-1/2 23 8 16d 2 3/4" x 6" 7813

2 78134 101332 78134 10133

UGTS83 -- 10 4-3/4 23 8 16d 2 3/4" x 6" 7813 UGTS84 -- 10 6-1/2 23 8 16d 2 3/4" x 6" 7813

2 78134 101332 78134 10133

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Use Powers 3/4" x 6" Wedge Bolt+ or DeWalt 3/4" x 6" Screw-Bolt+; or equal, installed in accordance with manufacturer's specifications. 3) Powers 3/4" x 6" Wedge Bolt+ or DeWalt 3/4" x 6" Screw-Bolt+ are not supplied with ties. See page 34 for anchor information. 4) Fasteners shall be installed to fully grouted and reinforced concrete masonry or reinforced concrete (f'c = 2,500 psi at 28 days). 5) NAILS: 16d nails are 0.162" dia. x 3-1/2" long.

8/12 pitch

4-3/4 USC43 --

USC74 --

4-3/4

4-3/4

6-1/2

10

--

6-1/2

10

6-1/2

10

10

USC84 --

USC83 --

10

10

10

10

CodeRef.

30-1/2

30-1/2

30-1/2

30-1/2

30-1/2

F23

DF/SP Allowable

Loads (Lbs.)

30-1/2

30-1/2

30-1/2

Fastener Schedule

Concrete/Masonry Wall

Rafter/ Truss

Dimensions (in)

4-3/4 30-1/2

6-1/2

6-1/2

4-3/4

8 16d

8 16d

10

10

4-3/4

30-1/2

30-1/2

USPStock No.

SteelGauge

30-1/26-1/210

USC3F -- 10

USC4F --

3-Ply Flat

4-Ply Flat

USC53

--

--

USC63

USC64

--

--

--

4/12 pitch

5/12 pitch

6/12 pitch

7/12 pitch

USC44

USC54

USC73

ScrewAnchor2,3,4

Uplift160%1

8 16d

8 16d

3/4" x 6"

3/4" x 6"

3/4" x 6"

3/4" x 6"

3/4" x 6"

3/4" x 6"

3/4" x 6"

3/4" x 6"

3/4" x 6"

3/4" x 6"

8 16d

8 16d

8 16d

8 16d

8 16d 3/4" x 6"

3/4" x 6"

8 16d

8 16d

8 16d

Truss & Rafter

7-1/2 min edge distance

Lintel Block with (1) #5 continuous rebar

8" concrete block with minimum (1) #5 rebar each cell

continuous to footing with standard hook at

bolt locations

3/4" anchors. Use 2 or 4 as

required for uplift

USC53

7-1/2 min edge distance

Lintel Block with (1) #5 continuous

rebar

8" concrete block with minimum

(1) #5 rebar each cell continuous to footing with

standard hook at bolt locations

3/4" screw anchors. Use 2 or 4 as

required for uplift

4"

Pitch 4/12" - 8/12"

2-1/2"

W

2"

6"

7-1/2"

H

4"2"

1-1/2"

Pitch 4/12 – 8/12

H

6"W

W6"

2"4"

1-1/2"

H

H

6"

W

7-1/2"

2-1/2"

4"2"

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Ref. No. Qty Type7,8 Qty Screw Anchor3,4,5

LUGT2 LGT2 14 2 16 10d 5 1/4" x 3" 1550 1505 475 1550 1265 400

LUGT3 LGT3-SDS2.5 12 3 12 WS25 4 3/8" x 5" 3525 -- -- 3240 -- -- LUGT4 LGT4-SDS3 12 4 16 WS3 4 3/8" x 5" 3525 -- -- 3525 -- --

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Additional anchorage products to be designed by others. 3) Use Powers 1/4" x 3" Wedge-Bolt+ or DeWalt 1/4" x 3" Screw-Bolt+; or equal, installed in accordance with manufacturer's specification. 4) Use Powers 3/8" x 5" Wedge-Bolt+ or DeWalt 3/8" x 5" Screw-Bolt+; or equal, installed in accordance with manufacturer's specification. 5) Powers 1/4" x 1-3/4" Wedge-Bolt+ or DeWalt 1/4" x 1-3/4" Screw-Bolt+ are not supplied with LUGT tiedowns. See page 34 for anchor information. 6) Fasteners must be installed in fully grouted and reinforced concrete masonry (f'm = 1,500 psi) or reinforced concrete (f'c = 2,500 psi). 7) WS25 Wood Screws are 1/4" dia. x 2-1/2" long (supplied with LUGT3) and WS3 Wood Screws are 1/4" dia. x 3" long (supplied with LUGT4). 8) NAILS: 10d nails are 0.148" dia. x 3" long.

110

Fastener Schedule2

CodeRef.

USPStock No.

SteelGauge

No. of

Plies



CMU/Concrete Wall6

Rafter/TrussUplift160%

F1160%

F2160%

Uplift160%

F1160%

F2160%

LUGT Girder Tiedowns

LUGT2

LUGT4

Typical LUGT2masonry installation

Typical LUGT4 masonry installation (LUGT3 similar)

LUGT3

The LUGT series is an extremely adaptable tiedown for girder trusses and offers several installation options to accommodate different framing conditions. It is an ideal retrofit solution to reinforce truss connections to transfer high wind loads to supporting walls and can be used on either concrete or CMU block walls. Sizes available for 2-ply, 3-ply and 4-ply trusses.

Materials: See chartFinish: G90 galvanizingCodes: See page 10 for Code Reference Chart Installation:• Use all specified fasteners. See Product Notes, page 18.• All fastener holes must be filled with specified fasteners

to achieve loads listed in the chart. Smaller fastener holes are for girder-to-stud applications (reference page 198) and do not need to be filled when used for concrete/masonry installations.

• WS Wood Screws included with LUGT3 and LUGT4.• Powers Wedge-Bolt+ screw anchors require the

Powers SDS Wedge-Bit drill bit, USP #1314. Wedge-Bits are not included and must be ordered separately. Refer to page 34.

• For concrete and masonry applications, a moisture barrier may be required, check local building code.

15-15/16"

11-1/8"5"

4-3/4"

16-1/8"

12-7/8"

6-9/16"

6-1/4"

Truss & Rafter

12-7/8"

3"

6-3/4"

3-1/4"

F2

F2

F1

F1

Uplift

Uplift

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MUGT15 Girder Tiedown

Designed for higher uplift resistance for concrete block construction. The MUGT15 can accommodate variable truss bearing depths.


Installation:• Use all specified fasteners. See Product Notes, page 18.• When straps are wrapped over the truss, install nails in backside

of truss. See MUGT15 installation diagram for minimum nail requirements into the face and on top of the truss.

• If installed straight-up with no wrap over the top of the truss, fill all nail holes.

• Moisture barrier may be required.Typical MUGT15

installationMUGT15

Ref. No. Qty Dia (in) Type Uplift 160%

Face-Max 1 5/8 -- 28 -- 10d 4495Top-Min 1 5/8 4 6 12 10d 4175

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Additional anchorage products to be designed by others. 3) Designer must specify anchor bolt type, length, and embedment. 4) NAILS: 10d nails are 0.148" dia. x 3" long.

MountingCondition

USPStock No.

SteelGauge

8, F4, R10

MUGT15 MGT 12

DF/SP Allowable

Loads (Lbs.)1

TopQty

FaceQty

BackQty

Fastener Schedule2

Rafter/Truss4

CodeRef.

Anchor

Bolt3

HUGTTypical HUGT2installation

The HUGT series high uplift girder tiedowns can be installed on beams and top chords of trusses with slopes from 0˚ to 34˚.


Installation:• Use all specified fasteners. See Product Notes, page 18.• Install the HUGT over the beam or truss (see “W” dimension

on chart for appropriate width).• Attached members shall be designed to resist applied loads.• Moisture barrier may be required.

Ref. No. Qty Qty Type HUGT2 HGT-2 7 3-5/16 5-3/4 2 3/4 8 10d 9790 7020 HUGT3 HGT-3 7 4-15/16 7-3/8 2 3/4 8 10d 9860 9650 HUGT4 HGT-4 7 6-7/8 9 2 3/4 8 10d 9860 9860

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Listed loads apply where roof pitch is between 3:12 and 8:12. 3) Additional anchorage products to be designed by others. 4) Designer must specify anchor bolt type, length, and embedment. 5) NAILS: 10d nails are 0.148" dia. x 3" long.

CodeRef.

F26

Girder

DF/SPAllowable

Loads (Lbs.)1,2

S-P-FAllowable

Loads (Lbs.)1,2

Uplift160%

Uplift160%

USPStock No.

SteelGauge

ThreadedRod

W(in)

O.C. DimBetweenAnchors

(in)


Dia(in)

HUGT Girder Tiedowns

(2) 3/4" washers are required if 3/4" dia. bolt is used (washer

not included)

4"

2-3/16"W

2-7/8"

Truss & Rafter

14-5/8"

1-1/4"

3-11/16" 2-7/16"

Install a minimum of (12) 10d nails into back

Install a minimum of (4) 10d nails into the top

1-1/4"

Install a minimum of (6) 10d nails into face

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HGAM Hurricane Gusset Angles

SHA Masonry Uplift Connectors

Connects trusses directly to masonry or concrete and features slotted base holes to ease installation.

Materials: Angle – 3 gauge; Gussets – 10 gaugeFinish: USP primerCodes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• Bolts must be ordered separately.• Install directly flush to masonry wall.• The SHA series connectors shall be installed in pairs.• Moisture barrier may be required.

Typical SHA6installation

Typical SHA6Tinstallation

SHA6

SHA6T

Ref. No. Qty Dia (in) Qty 2 Ply 3745 4005

3 Ply or greater 5615 5565 2 Ply 1590

3 Ply or greater 2190

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Allowable loads are for a pair of SHA devices. SHA's shall be installed in pairs. 3) Fastener schedule is for a pair of SHA devices. 4) 1/2" x 8" J-Bolts or equivalent. 5) Concrete compressive strength shall be 2,500 psi or greater at 28 days. 6) Multiple ply truss shall be fastened together to act as a single unit. 7) Bolts shall conform to ASTM A 307 or better. 8) The designer must specify anchor bolt type, length, and embedment.

CodeRef.

1308370

4 3/4

4 3/4

1/2

1/2

2

2

No.

of Plies6Bolt

Dia (in)Uplift160%

F1160%

Rafter/Truss7

SHA6T

--

--

USPStock No.

SHA6

J-Bolts4,5,8

DF/SP

Allowable Loads (Lbs.)1,2Fastener Schedule3

Concrete Wall

Designed for attaching gable end trusses to wood top plates and masonry walls.

For installation into grouted concrete tie beam or masonry bond beam. Provides lateral and uplift resistance.


Installation:• Use all specified fasteners. See Product Notes, page 18.• Install USP’s WS15 Wood Screws into the truss and drill holes for screw anchors.

Install screw anchors into concrete block per manufacturer’s recommendation.• WS Wood Screws and screw anchors are included with HGAM10 angles.• Powers Wedge-Bolt+ screw anchors require Powers SDS Wedge-Bit drill bit, USP

#1314. Wedge-Bits are not included and must be ordered separately. Refer to page 34.


Ref. No. Qty Type2 Qty Screw Anchor3

HGAM10KT HGAM10KTA 14 4 WS15 4 1/4" x 1-3/4" 915 1075 1110 740 F17

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) WS15 Wood Screws, 1/4" dia. x 1-1/2" long, are supplied with HGAM10KT. 3) Use Powers Wedge-Bolt+ 1/4" x 1-3/4" or DeWalt 1/4" x 1-3/4" Screwbolt+ (included); or equal, installed in accordance with manufacturer's specification. New products or updated product information are designated in blue font.

CodeRef.


USPStock No.

SteelGauge

Fastener Schedule

Rafter/Truss Plate Uplift160%

F1160%

F2160%

F3160%

Typical HGAM10 installation

HGAM10

F3

Embossed gussets improve lateral load

resistance

3-1/2"

3"

2-7/8"

Truss & Rafter

Moisture barrier not shown

Uplift

F1

F2

Uplift

F1

1-1/2"

6"

4-1/4"

3-1/4"

2-1/4"

2-1/4"

6"

13-3/4"

2-1/2"

2-1/2"

13-3/4"

1-1/2"

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RTM Hurricane Retrofit Connector

Designed as a retrofit connector for trusses installed on top plates. Can also be used as a holdown for a roof or floor system.


Installation:• Use all specified fasteners. See Product Notes, page 18.• Tapcon® Concrete Screws are not supplied with

RT16M connector.• Install Tapcon® Concrete Screws in lower two holes for Single

Top Plate or Conventional Raised Foundation or Modular Home Installations.


Typical RT16Mtop plate installation

RT16M

Ref. No. Qty Type Qty Type Qty Screws (in)-- -- 4 1395 630 115 480 1395 630 115 4804 16d 2 1360 -- -- -- 1360 -- -- --

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Install with 1/4" x 1-3/4" Tapcon® Concrete Screws in accordance to manufacturer's installation specifications. 3) Fasteners to be installed to fully grouted and reinforced concrete masonry. 4) Concrete compressive strength shall be 2,500 psi or greater at 28 days. 5) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

F3160%

Fastener Schedule

CodeRef.

F19

CMU/Concrete2,3,4

Uplift160%


Uplift160%

S-P-F Allowable Loads (Lbs.)1

1/4 x 1-3/4 Tapcon

F1160%

F2160%

F3160%

F1160%

F2160%

HM9KT RT16M

Truss/Rafter5 Top Plate5

USPStock No.

18

SteelGauge

9 10d x 1-1/2

Typical HGA10 installation HGA10

Designed for attaching gable end trusses to wood top plates and masonry walls.

Versatile wood-to-wood connector that satisfies high wind and seismic loading requirements.


Installation:• Use all specified fasteners. See Product Notes, page 18.• Install with USP’s WS3 Wood Screws into top plate,

and WS15 Wood Screws into the truss.• WS Wood Screws are included with HGA10 angles.• Moisture barrier may be required.

Ref. No. Qty Type Qty Type HGA10KT HGA10KT 14 4 WS15 4 WS3 1285 1320 1565 835 10, R8, F5

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) WS15 Wood Screws are 1/4" x 1-1/2" long and WS3 Wood Screws are 1/4" x 3" long.

CodeRef.

Uplift160%


USPStock No.

SteelGauge

Fastener Schedule2

Rafter/Truss Plate F1160%

F2160%

F3160%

HGA Hurricane Gusset Angles

F1

F2F3

Uplift

5"

1-9/16"

8-15/16"

3-1/2"

Uplift

F1

F2

F3

3-1/2"

Embossed gussets improve

lateral load resistance

3"

2"

Truss & Rafter

198

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LUGT Girder Tiedowns

The LUGT series is an extremely adaptable tiedown for girder trusses and offers several installation options to accommodate different framing conditions. It is an ideal retrofit solution to reinforce truss connections to transfer high wind loads to supporting walls. Sizes available for 1-ply, 2-ply, 3-ply and 4-ply trusses.


Installation:• Use all specified fasteners. See Product Notes, page 18.• All fastener holes must be filled with specified fasteners to achieve loads

listed in the chart. Large fastener holes are for concrete/masonry installations (reference page 194) and do not need to be filled when used for girder-to-stud applications.

• WS Wood Screws included with LUGT3 and LUGT4.

Typical LUGT2 installation

Typical LUGT1installation

Typical LUGTC2corner hip installation

LUGT1LUGTC2

Typical LUGT3 installation(LUGT4 similar)

Ref. No. Qty Type Qty Type Qty Type1 LUGT1 H10S 18 8 8d x 1-1/2 8 8d x 1-1/2 7 8d x 1-1/2 1045 675 175 875 565 175 110

LUGT2 LGT2 14 16 10d 2 10d 14 10d 2260 1015 505 1900 850 425 LUGTC2 -- 14 16 10d 2 10d 14 10d 2260 -- 575 1900 -- 480

3 LUGT3 LGT3-SDS2.5 12 12 WS25 4 16d Sinker 24 16d Sinker 3855 1980 890 3240 1660 7454 LUGT4 LGT4-SDS3 12 16 WS3 5 16d Sinker 32 16d Sinker 4640 -- -- 3900 -- --

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Additional anchorage products to be designed by others. 3) For proper installation, the number of studs must be equal-to or greater-than the number of roof truss plies. 4) The LUGT1 can be installed with the stud offset from the rafter a maximum of 1-in (center-to-center) for a reduced allowable uplift load of 1,000-lb (DF/SP) and 840-lb (S-P-F). 5) NAILS: 8d x 1-1/2 are 0.131" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d Sinkers are 0.148" dia. x 3-1/4" long, WS25 Wood Screws are 1/4" dia. x 2-1/2" long (supplied with LUGT3) and WS3 Wood Screws are 1/4" dia. x 3" long (supplied with LUGT4). New products or updated product information are designated in blue font.

F2160%

USPStock No.

SteelGauge

8, R10,F4

110

No. of

Plies




CodeRef.

Rafter/Truss Plate Stud

Uplift4

160%F1

160%F2

160%Uplift4

160%

2

F1160%

LUGT4LUGT3

LUGT2

14-13/16"

3-3/16"

11-1/2"

1-5/8"

5"

3"

4-3/4"

15-15/16"

5"11-1/8"

6-1/4"

16-1/8"

6-9/16"

12-7/8"

Truss & Rafter

Uplift

F2

Uplift

F1

F2

12-7/8"

6-3/4"

3-1/4"

3"

F2

F1

Uplift

F1F2

Uplift

LUGT1 offset stud installation

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MUGT Girder Tiedown

Designed for higher uplift resistance for wood frame construction. The MUGT15 can accommodate variable truss bearing depths.


Installation:• Use all specified fasteners. See Product Notes, page 18.• When straps are wrapped over the truss, install nails in backside

of truss. See MUGT15 installation diagram for minimum nail requirements into the face and on top of the truss.

• If installed straight-up with no wrap over the top of the truss, fill all nail holes.


Ref. No. Qty Type Uplift 160%

Face-Max 1 5/8 -- 28 -- 10d 4495Top-Min 1 5/8 4 6 12 10d 4175

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Additional anchorage products to be designed by others. 3) Designer must specify anchor bolt type, length, and holdown device. 4) NAILS: 10d nails are 0.148" dia. x 3" long.

MountingCondition

USPStock No.

SteelGauge

8, F4, R10

MUGT15 MGT 12

DF/SP Allowable

Loads (Lbs.)1

Fastener Schedule2

Rod/Bolt3 Rafter/Truss4

CodeRef.

TopQty

FaceQty

BackQty

Dia(in)

Typical MUGT15top-min installation

with PHD4A

Typical MUGT15connection to support beam

MUGT15

HUGT Girder Tiedowns

The HUGT series high uplift girder tiedowns can be installed on beams and top chords of trusses with slopes from 0˚ to 34˚.


Installation:• Use all specified fasteners. See Product Notes, page 18.• Install the HUGT over the beam or truss (see “W” dimension

on chart for appropriate width).• Install (4) LBP58-TZ washers if (2) 5/8" tension bolts are used.• Attached members shall be designed to resist applied loads.• Moisture barrier may be required.

Typical HUGT3installation with HTT45’s

HUGT

Ref. No. Qty Type Qty Qty Type HUGT2 HGT-2 7 3-5/16 5-3/4 4 LBP58-TZ 2 5/8 8 10d 9790 7020 HUGT3 HGT-3 7 4-15/16 7-3/8 4 LBP58-TZ 2 5/8 8 10d 9860 9650 HUGT4 HGT-4 7 6-7/8 9 4 LBP58-TZ 2 5/8 8 10d 9860 9860

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Listed loads apply where roof pitch is between 3:12 and 8:12. 3) Additional anchorage products to be designed by others. 4) Designer must specify anchor bolt type, length, and holdown device. 5) NAILS: 10d nails are 0.148" dia. x 3" long.

USPStock No.

SteelGauge

Anchor Washers

ThreadedRod

Dia(in)

W(in)

O.C. DimBetweenAnchors

(in)


CodeRef.

F26

Girder

DF/SPAllowable

Loads (Lbs.)1,2

S-P-FAllowable

Loads (Lbs.)1,2

Uplift160%

Uplift160%

Truss & Rafter

14-5/8"

1-1/4"

3-11/16"2-7/16"

(4) LBP58-TZ washers

are required if 5/8" dia. bolt is used

(washer not included) see chart on this

page.

2-3/16"

W4"

2-7/8"

PHD4A page 50

1-1/4"

Install a minimum of (4) 10d nails

into the top


Install a minimum of (6) 10d nails into the face

HTT45 (not included) see page 52

Min 3" x 3" x 1/4" Bearing Plate

Support beam designed by others

1-1/4"

Install a minimum of (4) 10d nails

into the top


Install a minimum of (6) 10d nails into the face

MUGT15

5/8" bolt

200

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HC / HCPRS / HHCP / LFTA / RT Hurricane Ties

These anchors tie trusses and rafters to top plates and may be used to tie wood framing members to resist uplift and lateral forces.

Materials: See chartFinish: G90 galvanizing; HHCP4-TZ – G-185 galvanizing.Options: See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference

Chart IRC 802.10.5. IBC 2308.10.1

HHCP4-TZ

RT6

RT4(left version shown)

RT7A

LFTA6 (left version shown)

HHCP2


RT3A


RT16ART10

RT16-2

RT15RT8A

RT7AT

RT16AR

RT20 HC520 HCPRS


1-7/16"

1-1/4"

1-1/4"

7-13/16"

4-15/16"

5-1/4"

2-5/8"

1-9/16"5"

6-1/2"

3-1/2"

1-9/16"

19-1/8"

8-3/8"

6-1/2"

2-1/4"

Truss & Rafter

1-1/4"

1-7/8"

3-3/4"

2"

1-15/16"

2-7/8"

5-1/4"

1-7/8"

1-9/16"

2-1/2"

1-3/8"

3-9/16"

1-9/16"

10-3/4"

3-1/16"

2-3/8"

6-1/2"

6-1/2"

3-1/8"

3-1/2"

3"

6-5/8"

1-5/8"

4"1-1/2"

1-5/8"

2" 4-1/4"

4-5/8"

2-1/4"

21-1/8"

5-1/2"

6-1/2"

2-1/16"

3-3/8"

1-9/16"

3-15/16"

2-1/2"

1-5/8"

6-7/16"

6-5/8"

3"

3-9/16"

1-9/16"

5-1/4"

4-1/4"

1-7/16"

1-1/2"

1-1/2"

4-1/2"

1-9/16"

1-3/8"

2-15/16"

5-1/4"

1-1/2"

1-1/2"

6-1/2"

2-7/16"

4"

201

Truss & Rafter

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Ref. No. Qty Type Qty Type Qty Type 160% 160% RT3A H3 18 4 8d 4 8d -- -- 610 190 190 610 525 160 160 525 RT4 H4 18 4 8d 4 8d -- -- 410 215 215 410 345 180 180 345 RT5 H5 18 4 8d 4 8d -- -- 540 265 265 540 450 225 225 450 RT6 HS24 18 8 10d x 1-1/2 6 10d x 1-1/2 -- -- 665 800 800 665 560 670 670 560 RT7 -- 18 5 8d 5 8d -- -- 585 195 195 585 495 160 160 495 RT7A H2.5A 18 5 8d 5 8d -- -- 670 210 210 670 565 175 175 565 RT7AT H2.5T 18 5 8d x 1-1/2 5 8d x 1-1/2 -- -- 555 210 210 555 465 180 180 465 F18 RT8A H8 18 5 10d x 1-1/2 5 10d x 1-1/2 -- -- 775 215 215 775 650 180 180 650 RT10 H2, H2A 18 6 8d 8 8d 6 8d 585 195 195 585 495 160 160 495 RT15 H1 18 5 8d x 1-1/2 5 8d -- -- 530 500 340 530 445 410 285 445

RT16AR H10AR 18 9 10d x 1-1/2 8 10d -- -- 1380 800 645 1380 1160 670 545 1160 F5 RT16-2 H10-2 18 8 8d 8 8d -- -- 1160 655 415 1160 975 550 345 975 HHCP2 HCP2 18 10 10d x 1-1/2 10 10d x 1-1/2 -- -- 800 370 -- 800 670 310 -- 670 HHCP4-TZ HCP4Z 16 8 10d 8 10d -- -- 1100 410 -- -- 920 345 -- -- HC520 GBC 18 -- -- 11 8d 6 8d 515 470 430 515 445 405 370 445 HCPRS -- 18 -- -- 5 8d 6 8d 540 500 340 540 455 375 285 455 10, R8, F5

LFTA6 2 H6 16 8 8d 8 8d -- -- 1210 700 90 1210 1015 590 75 1015 14, R9, F7 RT20 -- 16 9 10d x 1-1/2 4 10d 9 10d x 1-1/2 1200 -- -- 1200 1005 -- -- 1005 10, R8, F5

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) LFTA6: To achieve F1 lateral loads, three nails must be installed on each side on the strap located closest to the bend line. Lateral F1 and F2 load directions do not apply to roof truss-to-top plate installations. 3) 8d common nails may be substituted for 8d x 1-1/2 nails, and 10d common nails may be substituted for 10d x 1-1/2 nails. 4) NAILS: 8d x 1-1/2" nails are 0.131" dia. x 1-1/2" long, 8d nails are 0.131" dia. x 2-1/2" long, 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long. New products or updated product information are designated in blue font.

USPStock No.

SteelGauge

Lateral

8 10d -- -- 1380 RT16A H10A, H14

18 9 10d x 1-1/2

CodeRef.Co

rosi

onFi

nish


Truss/Rafter Plate StudUplift160%

F1160%

F2160%

Uplift160%

F1160%

F2160%

130

10, R8,F5

10,R8,F5


Uplift with 8d x 1-1/2"

Uplift with 8d x 1-1/2"

DF/SP


800 645 1380 1160 670 545 1160

10,R8,F5

Lateral




Installation:• Use all specified fasteners. See Product Notes, page 18.• To achieve full allowable loads listed, fasteners must be installed as prescribed in the chart.• Depending on pitch, birdsmouth notching may be required with some models to enable installers to fill all nail holes.• Designer shall determine if solid blocking is required.• LFTA6, RT4, RT5, and RT7 ship in equal quantities of left and right versions. Left version images shown.

Typical RT6 truss/rafter to

plate installation

Typical RT4 truss/rafter to plate

installation

Typical RT3Atruss/rafter to plate

installation

Typical RT10 truss/rafter to double plate

to stud installation

Typical RT15 truss/rafter to

double plate installation

Typical RT8Astud to double plate

installation

Typical RT7AT2x4 bottom chord

installation

Typical RT7A truss/rafter to


Typical RT5truss/rafter to


Typical RT7truss/rafter to



Truss & Rafter

F2

F1

F2

Uplift

F1

Uplift

202

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Copyright © 2018 M



Typical RUSCinstallation

RUSC

RUSC Retrofit Strap Connector

The RUSC Retro Uplift Strap Connector provides a wood-to-wood uplift connection attaching trusses with a 2 x 4 bottom chord to a double stud in the wall below. WS3 Wood Screws are utilized for fast installation. The connector can be installed after roof sheathing has been installed.

Materials: 10 gaugeFinish: USP primerCodes: See page 10 for Code Reference Chart Installation:• Use all specified fasteners. See Product Notes, page 18.• The RUSC shall be installed in pairs.• Install on minimum 2 ply with equal wall studs centered directly below.• Works with 2 x 4 bottom chord member and 2 x 4 wall studs.

Ref. No. Stud 160% 160% RUSC -- -- 10 2 Ply or greater 16 WS3 16 WS3 6040 5225 F26

1) Allowable loads are for a pair of RUSC devices. 2) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 3) Designer must specify stud or post to resist published load values. 4) WS3 Wood Screws are 1/4" x 3" long and are included with RUSC connectors. 5) Fastener schedule is for two straps used together. The RUSC shall be installed in pairs with a minimum 2 ply truss and wall stud attachment. 6) Truss plies shall be fastened together to act as a single unit.

CodeRef.

USPStock No.

SteelGauge

No, of

Plies6Rafter/Truss


Qty Qty

DF/SPAllowable Uplift

Loads (Lbs.)1

S-P-FAllowable Uplift

Loads (Lbs.)1

Typical HHCP4-TZtruss/rafter to double

plate corner installation

Typical LFTA6stud to plate installation

Typical HHCP2 truss/rafter to double

plate corner installation

Typical RT16Atruss/rafter to


Typical RT16ARtruss/rafter to


Typical RT16-2truss/rafter to


Typical RT20 truss/rafter to double plate

to stud installation

Typical HC520 gable brace installation

Typical HC520 stud to plate installation

Typical HCPRS stud to plate installation

Uplift

F1

Truss & Rafter

7"

3-1/2"

22-3/4"

3-1/8"

3-1/8"

Anchor installation to achieve twice the load (using two identical anchors)

Wall Top Plate Install diagonally across from each other for minimum 1-1/2" truss/rafter.

Nailing into both sides of a single ply 2x truss/rafter may cause damages in wood

Uplift

F1

F2

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MUS / HUS Slant Nail Truss Hangers

Plated Truss

The MUS / HUS hanger series offers double shear nailing. USP’s raised dimple allows for 30° to 45° nailing through the joist into header, resulting in higher loads and less nailing.

Materials: MUS – 18 gauge; HUS – 16 gauge Finish: G90 galvanizingOptions: See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• Joist nails must be driven in at a 30° to 45° angle through

the joist or truss into the header to achieve listed loads. Standard length “double shear” nails must be used to achieve listed load values.

• See EWP applications on page 160.

The butterfly hanger’s flared header flange design allows for added nailing. Excellent truss-to-truss hanger for 2x4 purlin or truss bottom chords.

Materials: 18 gauge Finish: G90 galvanizingCodes: See page 10 for Code Reference Chart



Ref. No. W H A Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160% MUS26 MUS26 18 1-9/16 5-1/16 1 6 10d 6 10d 1285 1475 1605 865 1190 1365 1475 760 31, R1, F32

HUS26 HUS26 16 1-5/8 5-7/16 2 14 16d 6 16d 2760 3140 3400 2035 2430 2765 2990 1630 5, R5, F2

MUS28 MUS28 18 1-9/16 7-1/16 1 8 10d 8 10d 1710 1970 2140 1230 1585 1815 1965 1085 31, R1, F32

HUS28 HUS28 16 1-5/8 7-3/16 2 22 16d 8 16d 4170 4745 5090 2950 3670 4035 4105 2380

2 x 10 - 12 HUS210 HUS210 16 1-5/8 9-3/16 2 30 16d 10 16d 5455 5825 6040 4110 4235 4565 4780 3390

1-3/4 x 5-1/2 - 7-1/4 HUS175 HU1.81/5 16 1-13/16 5-3/8 2 14 16d 6 16d 2760 3140 3400 2035 2430 2765 2990 1630

1-3/4 x 7-1/4 - 11-1/4 HUS177 -- 16 1-13/16 7-1/8 2 22 16d 8 16d 4170 4745 5090 2950 3670 4105 4105 2380

1-3/4 x 9-1/4 - 14 HUS179 HUS1.81/10 16 1-13/16 9-1/8 2 30 16d 10 16d 5580 6040 6040 4110 4555 4880 4895 3390

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Nails must be driven at a 30° to 45° angle through joist or truss into header to achieve the table loads. 3) HUS175, HUS177, and HUS179 load values assume the joist is 1-3/4-in wide and has a bearing strength of not less than 675 psi. 4) NAILS: 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

Dimensions (in)

CodeRef.

5, R5, F2

Joist /Truss Size

USPStock No.

SteelGauge

2 x 6 - 8

2 x 8 - 10

Corr

osio

nFi

nish

Fastener Schedule4

Roof Roof

Header Truss2

DF/SP


S-P-F


Typical HUS installation(MUS similar)

Typical CLPBFinstallation

HUS

MUS

CLPBF

CLPBF Butterfly Hanger

Floor Uplift1

Ref. No. Qty Type Qty Type 100% 115% 125% 160%2 x 4 CLPBF -- 18 12 10d 6 10d x 1-1/2 1340 1340 1340 185 5, R5, F2

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long. New products or updated product information are designated in blue font.


Joist Size

CodeRef.

USPStock No.

SteelGauge

Roof

Header Joist




3"

W

W


H

A

2"

A

H


faster installation


2-1/2"

2-3/16"

2-1/2"

1-9/16"

204

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Copyright © 2018 M


Medium-to-heavy capacity face mount hanger. Some THD models are available with a min/max installation option.


Installation:• Use all specified fasteners. See Product Notes, page 18.• THD Min – Fill all round nail holes.• THD Max – Fill all round and diamond holes.

THD Heavy-Duty Face Mount Truss Hangers

Plated Truss

Some model designs may vary from illustration shown

Typical THD28installation

THD28

Floor Uplift1

Ref. No. W H D A Qty Type Qty Type 100% 115% 125% 160%Min 18 16d 12 10d x 1-1/2 2645 3000 3240 2265Max 20 16d 20 10d x 1-1/2 2940 3260 3260 2315Min 28 16d 16 10d x 1-1/2 4115 4195 4195 2315Max 28 16d 26 10d x 1-1/2 4115 4670 5040 2315Min 38 16d 20 10d x 1-1/2 5315 5590 5590 3775Max 38 16d 32 10d x 1-1/2 5585 5990 5990 4010

4 x 6 - 8 THD46 HHUS46 14 3-5/8 5-5/16 3 2 -- 18 16d 12 10d 2770 3125 3355 2340 4 x 8 - 10 THD48 HHUS48 14 3-5/8 7-1/16 3 2 -- 28 16d 16 10d 4310 4860 5005 2595 4 x 10 -12 THD410 HHUS410 14 3-5/8 9-1/16 3 2 -- 38 16d 20 10d 5850 6600 7045 3905 4 x 12 - 14 THD412 -- 14 3-5/8 11 3 3 -- 48 16d 20 10d 7045 7045 7045 3905 4 x 14 - 16 THD414 -- 14 3-5/8 12-7/8 3 3 -- 58 16d 20 10d 7045 7045 7045 3905 (3) 2 x 10 - 12 THD210-3 HHUS210-3 12 5-1/8 9 3 3 -- 38 16d 20 10d 6535 7255 7745 4010 6 x 10 -12 THD610 HHUS5.50/10 12 5-1/2 9 3 3 -- 38 16d 20 10d 6535 7255 7745 4010 6 x 12 - 14 THD612 -- 12 5-1/2 11 3 3 -- 48 16d 20 10d 8255 8860 8860 4010 6 x 14 - 16 THD614 -- 12 5-1/2 12-7/8 3 3 -- 58 16d 20 10d 8860 8860 8860 4010 (4) 2 x 10 - 12 THD210-4 HHUS210-4 12 6-3/4 9 3 3 -- 38 16d 20 10d 6535 7255 7745 4010 7 x 9-1/4 - 14 THD7210 HHUS7.25/10 12 7-1/4 9 3 3 -- 38 16d 20 10d 6535 7255 7745 4010

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long,16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

Dimensions (in)

5, R5,F2

2

2

2

1-7/8

1-7/8

1-7/8

5850 6600 7045 3905

2340

2595

2770 3125 3355

4310 4860 5005

38

-- 28

3-7/16

3-7/16

3-7/16

5-3/8

7-1/8

9-1/814 16d 20 10d

16d 12 10d

16d 16 10d

3

3

3

-- 18

-- (2) 2 x 10 - 12

THD26-2

THD28-2

THD210-2

HHUS26-2, HTU26-2

HHUS28-2, HTU28-2

HHUS210-2, HTU210-2

3

3

3

(2) 2 x 6 - 8

(2) 2 x 8 - 10

14

14

1-5/8

1-5/8

1-5/8

16

5-1/16

7

9 THD210

HTU26

HTU28

HTU210

16

16

2 x 6 - 8

2 x 8 - 10

2 x 10 - 12

THD26

THD28

CodeRef.


Corr

osio

nFi

nish

Fastener Schedule2

Min/Max

Joist /Truss Size

USPStock No.

SteelGauge

Roof

Header Truss

Option Skewed1,3 Sloped Seat2 Sloped / Skewed1,2,3 Inverted Flange


RangeNot available in widths < 3".

Widths > 3" can haveone flange inverted.

1˚ to 45˚ 1˚ to 45˚ See Sloped Seat and Skewed

Ordering

85% of table load 65% of table load 65% of table load


members end grain.


square cut (SQ) orbevel cut (BV)

to product number.Ex. THD410_SK45R_SQ

Add SL, slope required,and up (U) or down (D), to

product number.Ex. THD410_SL30D

See Sloped Seat and Skewed.Ex. THD410_SK45R_SQ_SL30D

Add 1IF, one flange,right (R) and left (L), to product number.Ex. THD410_1IFR

AllowableLoads





THD double or larger

H

3"

A

W

H

A

W 3"


2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails.

3) For skewed hangers, the required cut type (square or bevel) of joist member may vary based on skew angle and width of hanger. Some square cut hangers will require custom pricing due to welded back plate.

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Materials: 12 gaugeFinish: G90 galvanizingOptions: See chart for Corrosion Finish Options and page 199 for Specialty Options chartCodes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• Joist nails must be driven in at a 30° to 45° angle through the joist

or truss into the header to achieve listed loads. Standard length “double shear” nails must be used to achieve listed load values.

• See EWP applications pages 160-161.

THDH Heavy-Duty Truss Hangers

Plated Truss

Drive joist nails into header at 30° to 45° to achieve listed loads. THDH

Typical THDH doubleshear installation

Typical THDH26-2 installation





Ref. No. W H D Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160% 2 x 6 - 8 THDH26 HGUS26 1-5/8 5-7/16 5 20 16d 8 16d 4375 4895 5245 2865 3850 4280 4280 2290 2 x 8 - 10 THDH28 HGUS28 1-5/8 7-3/16 5 36 16d 12 16d 7595 8130 8130 4445 6240 6545 6545 3580 2 x 10 - 12 THDH210 -- 1-5/8 9-3/16 5 46 16d 16 16d 9310 9710 9710 5260 7255 7770 7870 4265 2-11/16 x 9-1/4 - 14 THDH27925 -- 2-3/4 9-1/8 4 46 16d 12 16d 9020 9020 9020 4445 7515 7900 7975 3560 2-11/16 x 11-1/4 - 16 THDH27112 -- 2-3/4 10-7/8 4 56 16d 14 16d 9710 9710 9710 4445 7795 7795 7795 3570 2-11/16 x 14 - 16 THDH2714 -- 2-3/4 12-1/4 4 66 16d 16 16d 11185 11760 11760 5260 8530 9045 9390 4235 3-1/4 x 9-1/2 THDH3210 HGUS3.25/10 3-3/16 9-3/8 4 46 16d 12 16d 9020 9020 9020 4445 7955 7955 7955 3550 3-1/4 x 10-5/8 THDH3212 HGUS3.25/12 3-3/16 10-5/8 4 56 16d 14 16d 9710 9710 9710 5260 7775 7775 7775 4210 (2) 2 x 6 - 8 THDH26-2 HGUS26-2 3-7/16 5-3/8 4 20 16d 8 16d 4375 4895 5245 2865 3850 4255 4255 2280 (2) 2 x 8 - 10 THDH28-2 HGUS28-2 3-7/16 7-1/8 4 36 16d 10 16d 7360 8130 8130 3165 6475 6485 6485 2525 (2) 2 x 10 - 12 THDH210-2 HGUS210-2 3-7/16 9-1/8 4 46 16d 12 16d 9020 9020 9020 4445 7965 7965 7965 3555 4 x 6 - 8 THDH46 HGUS46 3-9/16 5-3/8 4 20 16d 8 16d 4375 4895 5245 2865 3850 4250 4250 2275 4 x 8 - 10 THDH48 HGUS48 3-9/16 7-1/8 4 36 16d 10 16d 7360 8130 8130 3165 6470 6470 6470 2520 4 x 10 - 12 THDH410 HGUS410 3-9/16 9-1/8 4 46 16d 12 16d 9020 9020 9020 4445 7950 7950 7950 3545 4 x 12 - 14 THDH412 HGUS412 3-9/16 10-1/2 4 56 16d 14 16d 9710 9710 9710 5260 7765 7765 7765 4205 4 x 14 - 16 THDH414 HGUS414 3-9/16 13-1/16 4 66 16d 16 16d 11760 11760 11760 5655 9420 9420 9420 4530 (3) 2 x 6 - 8 THDH26-3 HGUS26-3 5-1/8 5-7/16 4 20 16d 8 16d 4375 4895 5245 2865 3850 4240 4240 2270 (3) 2 x 8 - 10 THDH28-3 HGUS28-3 5-1/8 7-3/16 4 36 16d 12 16d 7595 8130 8130 4445 6465 6465 6465 3535 (3) 2 x 10 - 12 THDH210-3 HGUS210-3 5-1/8 9-3/16 4 46 16d 16 16d 9710 9710 9710 5260 7750 7750 7750 4200 (3) 2 x 12 - 14 THDH212-3 HGUS212-3 5-1/8 11-3/16 4 56 16d 20 16d 9740 9740 9740 5260 7800 7800 7800 4215 (3) 2 x 14 - 16 THDH214-3 HGUS214-3 5-1/8 13-3/16 4 66 16d 22 16d 11760 11760 11760 5655 9430 9430 9430 4535

6 x 10 - 12 THDH610 HGUS5.25/10, HGUS5.50/10

5-1/2 9 4 46 16d 16 16d 9020 9020 9020 5260 7930 7930 7930 4190

6 x 12 - 14 THDH612 HGUS5.25/12, HGUS5.50/12

5-1/2 11 4 56 16d 20 16d 9740 9740 9740 5260 7775 7775 7775 4200

6 x 14 - 16 THDH614 HGUS5.50/14 5-1/2 13 4 66 16d 22 16d 11760 11760 11760 5655 9400 9400 9400 4520 (4) 2 x 6 - 8 THDH26-4 HGUS26-4 6-9/16 5-7/16 4 20 16d 8 16d 4375 4895 5245 2865 3850 4230 4230 2265 (4) 2 x 8 - 10 THDH28-4 HGUS28-4 6-7/16 7-9/16 4 36 16d 12 16d 7595 8130 8130 4445 6445 6445 6445 3525

6-3/4 x 9 - 14 THDH6710 HGUS210-4, HGUS6.88/10

6-7/8 8-13/16 4 46 16d 12 16d 9020 9020 9020 4445 7890 7890 7890 3520

6-3/4 x 11 - 18 THDH6712 HGUS212-4, HGUS6.88/12

6-7/8 10-13/16 4 56 16d 14 16d 9020 9020 9020 5260 7900 7900 7900 4175

6-3/4 x 13 - 20 THDH6714 HGUS214-4, HGUS6.88/14

6-7/8 12-13/16 4 66 16d 16 16d 11760 11760 11760 5655 9340 9340 9340 4490

7 x 9-1/4 - 14 THDH7210 HGUS7.25/10 7-1/4 9 4 46 16d 12 16d 9020 9020 9020 4445 7890 7890 7890 3520 7 x 11-1/4 - 16 THDH7212 HGUS7.25/12 7-1/4 10-1/2 4 56 16d 14 16d 9020 9020 9020 5260 7900 7900 7900 4170 7 x 14 - 20 THDH7214 HGUS7.25/14 7-1/4 12-1/4 4 66 16d 16 16d 11760 11760 11760 5655 9335 9335 9335 4490

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Joist nails need to be toe nailed at a 30° to 45˚ angle to achieve allowable loads shown. 3) NAILS: 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

5,R5,F2

5

5,R5,F2

CodeRef.

Roof Roof



Corr

osio

nFi

nishJoist /

Truss SizeUSP

Stock No.


Header Truss2

H

W D


illustration shown

THDH26-2

A

H

D

W


206

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Copyright © 2018 M


Option Skewed1,3 Sloped Seat2 Sloped / Skewed1,2,3

Range 1˚ to 45˚ 1˚ to 45˚ See Sloped Seat and Skewed

1) Skewed THDH hangers with skews greater than 15° always have all joist nailing on one side of the outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) Skewed hangers typically require a bevel cut however, a square cut option may be available as a custom when requested. Inverted flange option is not available for THDH models.

85% of table allowable loadAllowable

Loads85% of table allowable load.

50% of table uplift load.52% of table allowable load.

50% of table uplift load.

Ordering



Ex. THDH410_SK45R_BV


to product number.Ex. THDH410_SL30D

See Sloped Seat and Skewed.Ex. THDH410_SK45R_BV_SL30D

THDH Heavy-Duty Truss Hangers


The THDHQ hangers are designed to attach multi-ply girder trusses together using USP’s WS Wood Screws for higher design load capacity. THDHQ hangers can also be used to attach structural composite lumber (SCL).


Installation:• Use all specified fasteners. • WS Wood Screws are supplied with

THDHQ hangers.


Ref. No. W H D A Qty Type Qty4 Type 100% 115% 125% 160% 100% 115% 125% 160%

(2) 2 x 6 - 8 THDHQ26-2 HGUQ26-2-SDS3 3-5/16 5-7/16 4 1-15/16 12 WS3 4 WS3 5015 5745 5745 2015 4405 4560 4560 1600



(3) 2 x 6 - 8 THDHQ26-3 HGUQ26-3-SDS4.5 4-15/16 5-7/16 4 1-15/16 12 WS45 4 WS45 5015 5745 5745 2015 4405 4545 4545 1595






4 x 6 - 8 THDHQ46 HGUQ46-SDS3 3-5/8 5-7/16 4 1-15/16 12 WS3 8 WS3 5015 5745 5745 2015 4405 4590 4590 1610



1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) WS3 is 1/4" x 3" long wood screw, WS45 is 1/4" x 4-1/2" long wood screw, WS6 is 1/4" x 6" long wood screw and are included with THDHQ hangers. 3) WS Wood Screws may be installed through metal truss connector plates as approved by truss designer per ANSI/TPI 1-2007 Section 7.5.3.4 and 8.9.2. Pre-drilling required through the plate using a maximum of 5/32" bit. 4) Wood screws specified for supported member must ALL be installed into the supported member while maintaining a minimum 5/8-in edge distance where truss connector plates are not present. 5) When fastening to a multi-ply supporting truss: use WS3 for 2-ply, WS45 for 3-ply and WS6 for 4-ply. New products or updated product information are designated in blue font.

CodeRef.

Roof Roof



Dimensions (in)

Joist / Truss Size

USPStock No.

Supporting Member5

Supported Member


5,F2,R5

Double 2x Sizes

Triple 2x Sizes

Quadruple 2x Sizes

4x Sizes

THDHQ Girder Truss Hangers

Typical THDHQ28-2truss installation

Typical THDHQ28-2SCL installation

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Plated Truss

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MSH Adjustable Strap Hangers

The MSH is field adjustable. The flanges can be used in top mount, face mount, or combination installations. An open back design allows installation after a member is placed in position.

Materials: See chartFinish: G90 galvanizingOptions: See chart for Corrosion Finish Options on pages 204-205 and Nailer Options ChartCodes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• Web stiffeners are required for I-Joist installations.

MSH MSH422IFMSH222 MSH426

Double shear nail design features fewer nails and

faster installation

Uses standard

length nails


H

D

B

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Plated Truss

D

22"

3-5/8"

H

DW

B

Face Max

All header nails used should be driven into the wide face of the header.

Top-Max

The hanger is installed in a top mount condition with at least six lowest header face nail holes filled, and four top flange nails filled. The strap must wrap over the top at least 2-1/2".

Top-Min

The hanger is installed in a top mount condition with at least the top two header face nail holes filled, and four top flange nail holes filled. The strap must wrap over the top at least 2-1/2" and the joist nails shall be installed straight into the joist for all models.

Combination Face-Max / Top-Max

Face-Max values apply for the entire connection. Follow fastening directions for the applicable mounting condition for each individual flange strap.

Typical MSH face-max installation

Typical MSH top-max installation

Typical MSH top-min installation

Typical MSH combination installation

D

23"

1-5/8"

Mounting Conditions

Fastener Schedule2

Uplift Uplift

Qty Type Qty Type 100% 160% 100% 160%2X 4 10d x 1-1/2 4 10d x 1-1/2 1245 -- 1045 --3X 4 10d x 1-1/2 4 10d x 1-1/2 1245 -- 1045 --

(2) 2X 6 10d 4 10d x 1-1/2 1950 -- 1640 --4X 6 10d 4 10d x 1-1/2 1950 -- 1640 --2X 6 10d x 1-1/2 6 10d x 1-1/2 2025 -- 1700 --3X 6 10d x 1-1/2 6 10d x 1-1/2 2025 -- 1700 --

(2) 2X 6 16d x 2-1/2 6 10d x 1-1/2 2025 -- 1700 --4X 6 16d x 2-1/2 6 10d x 1-1/2 2025 -- 1700 --

1) Listed loads shall not be increased. 2) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d x 2-1/2 nails are 0.162" dia. x 2-1/2" long. New products or updated product information are designated in blue font.

MSH (18 gauge)

MSH (16 or 14 gauge)

S-P-F

Allowable Loads (Lbs.)1Header Joist

USPSeries

NailerSize

DF/SP



208

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Ref. No. W D H B Qty Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%

face-max -- 18 10d 4 10d 2550 2915 2915 785 2190 2270 2270 615

top-max 4 6 10d 4 10d 2980 3015 3015 785 2190 2300 2350 615

top-min 4 2 10d 4 10d x 1-1/2 2425 2425 2425 -- 1760 1790 1810 --

face-max -- 20 10d 4 10d 2790 2915 2915 785 2190 2270 2270 615

top-max 4 6 10d 4 10d 2980 3015 3015 785 2190 2300 2350 615

top-min 4 2 10d 4 10d x 1-1/2 2425 2425 2425 -- 1720 1750 1770 --

face-max -- 26 10d 4 10d 2915 2915 2915 785 2190 2270 2270 615

top-max 4 6 10d 4 10d 2980 3015 3015 785 2190 2300 2350 615

top-min 4 2 10d 4 10d x 1-1/2 2425 2425 2425 -- 1760 1790 1810 --

face-max -- 22 10d 4 10d x 1-1/2 2120 2190 2230 595 1530 1590 1625 460

top-max 4 6 10d 4 10d x 1-1/2 2120 2190 2230 595 1530 1590 1625 460

top-min 4 2 10d 4 10d x 1-1/2 2120 2165 2165 -- 1365 1390 1410 --

face-max -- -- 22 10d 4 10d x 1-1/2 2475 2475 2475 595 1805 1805 1805 435

top-max 4 6 10d 4 10d x 1-1/2 3140 3140 3140 595 1745 1830 1885 435

top-min 4 2 10d 4 10d x 1-1/2 2355 2355 2355 -- 1355 1380 1400 --

face-max -- 16 10d 4 10d 1855 2135 2320 605 1730 1945 2095 465

top-max 4 6 10d 4 10d 3430 3485 3485 605 1805 1885 1940 465

top-min 4 2 10d 4 10d 2210 2210 2210 -- 1370 1400 1415 --

face-max -- 22 10d 4 10d 2750 3085 3330 605 2380 2600 2600 465

top-max 4 6 10d 4 10d 3485 3485 3485 605 1805 1885 1940 465

top-min 4 2 10d 4 10d 2435 2435 2435 -- 1370 1400 1415 --

face-max -- 14 10d 6 10d 2340 2640 2855 1570 2025 2285 2470 1215

top-max 4 6 10d 6 10d 3640 3640 3640 1570 2355 2510 2615 1215

top-min 4 2 10d 6 10d 2025 2025 2025 -- 1560 1560 1560 --

face-max -- 18 10d 6 10d 2840 3200 3460 1570 2455 2770 2990 1215

top-max 4 6 10d 6 10d 3640 3640 3640 1570 2355 2510 2615 1215

top-min 4 2 10d 6 10d 2025 2025 2025 -- 1560 1560 1560 --

face-max -- 22 10d 6 10d 3340 3765 4065 1570 2730 3075 3185 1145

top-max 4 6 10d 6 10d 3640 3640 3640 1570 2355 2510 2615 1215

top-min 4 2 10d 6 10d 2025 2025 2025 -- 1560 1560 1560 --

face-max -- 22 10d 4 10d 2750 3085 3330 605 2380 2590 2590 465

top-max 4 6 10d 4 10d 3485 3485 3485 605 1765 1845 1900 465

top-min 4 2 10d 4 10d 2435 2435 2435 -- 1330 1360 1375 --

face-max -- 36 10d 6 10d 3960 3960 3960 1285 3060 3060 3060 655

top-max 4 6 10d 6 10d 2965 2965 2965 1285 2290 2290 2290 655

top-min 4 2 10d 6 10d 1550 1550 1550 -- 1195 1195 1195 --

top-max 4 8 16d 6 16d 3855 3855 3855 1870 2830 2990 2990 1195

top-min 4 2 16d 6 16d 2735 2735 2735 -- 2030 2115 2115 385

top-max 4 8 16d 6 16d 3855 3855 3855 1870 2830 2990 2990 795

top-min 4 2 16d 6 16d 2735 2735 2735 -- 2030 2115 2115 385

face-max -- 26 16d 6 16d 4005 4515 4845 1175 3295 3715 3985 850

top-max 4 10 16d 6 16d 4585 4585 4585 1175 2685 2855 2965 900

top-min 4 4 16d 6 16d 3740 3820 3870 -- 1890 1955 2000 --

face-max -- 26 16d 6 16d 4005 4515 4845 1175 3295 3715 3985 850

top-max 4 10 16d 6 16d 4585 4585 4585 1175 2685 2855 2965 900

top-min 4 4 16d 6 16d 3740 3820 3870 -- 1890 1955 2000 --

face-max -- 26 16d 6 16d 4005 4515 4845 1175 3295 3715 3985 610

top-max 4 10 16d 6 16d 4585 4585 4585 1175 2685 2855 2965 640

top-min 4 4 16d 6 16d 3740 3820 3870 -- 1890 1955 2000 --


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MSH422-2IF THAC422-2 14 7-1/4 2 22-1/8 11



10-1/16

7-5/8

7-5/816

3-1/8

2

2-1/4 16-3/4

MSH213

16

14

16

THA213

2, R12,F1

(2) 3-1/2" wideFloor

Trusses

21-1/2 5-3/16 MSH424 -- 3-5/8

1-3/4

18

18

1-5/8

MSH218-2 THA218-2

1-3/4

1-3/4

1-3/4

10-1/16

MSH426IF THAC426 14 3-5/8 1-3/4 26

130 MSH426-2 THA426-2 14 7-1/4 2 26-1/16 11

14 7-1/4 11

8

18

18

MSH222-2 THA222-2

MSH422IF

MSH422 THA422, THAI422

THAI222 MSH222

MSH218

2-1/2" wideFloor

Trusses MSH322 THAI322 18

THA218

Roof

MSH418 THA418

3-9/16

3-9/16

MSH413 THA413

1-5/8

10-13/16

10-3/8

2-1/4 5

Roof

12-3/4 5

5

8-3/4 MSH29 THA29

2x Lumberor

Trusses

(2) 2x Lumber

orTrusses

3-1/2" wideFloor

Trusses

JoistJoist

Material& Width

7-5/8

MSH426 THA426

MSH422-2 THA422-2

3-5/8 1-3/4

22-1/22-9/16

1-3/4

1-3/4

17-3/4

16

22-1/4

26 8

3-9/16

USPStock No.

MountingConditionSt

eel G

auge

CodeRef.

16

THAC418, THAC422

22-1/82

16

16

221-3/4 9-13/16

14

17-1/2

21-1/2

3-1/8

3-5/8


Header

1-5/8

2-1/41-5/8

231-3/4


Plated Truss Chart


H

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Ref. No. W D H B Qty Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%

face-max -- 22 10d 4 10d x 1-1/2 2120 2190 2230 595 1530 1590 1625 460

top-max 4 6 10d 4 10d x 1-1/2 2120 2190 2230 595 1530 1590 1625 460

top-min 4 2 10d 4 10d x 1-1/2 2120 2165 2165 -- 1365 1390 1410 --

face-max -- 12 10d 4 10d 1440 1640 1770 595 1245 1420 1530 460

top-max 4 6 10d 4 10d 2395 2460 2505 595 1715 1775 1810 460

top-min 4 2 10d 4 10d x 1-1/2 2165 2165 2165 -- 1365 1390 1410 --

face-max -- 22 10d 4 10d x 1-1/2 2395 2460 2475 595 1695 1750 1785 435

top-max 4 6 10d 4 10d x 1-1/2 2395 2460 2505 595 1695 1750 1785 435

top-min 4 2 10d 4 10d x 1-1/2 2355 2355 2355 -- 1395 1420 1440 --

face-max -- 22 10d 4 10d 2475 2475 2475 595 1805 1805 1805 435

top-max 4 6 10d 4 10d 2670 2735 2780 595 1745 1830 1885 435

top-min 4 2 10d 4 10d 2355 2355 2355 -- 1355 1380 1400 --

face-max -- 22 10d 4 10d x 1-1/2 2475 2475 2475 595 1805 1805 1805 435

top-max 4 6 10d 4 10d x 1-1/2 3010 3075 3120 595 1745 1830 1885 435

top-min 4 2 10d 4 10d x 1-1/2 2355 2355 2355 -- 1355 1380 1400 --

face-max -- 22 10d 4 10d x 1-1/2 2475 2475 2475 595 1805 1805 1805 435

top-max 4 6 10d 4 10d x 1-1/2 3140 3140 3140 595 1745 1830 1885 435

top-min 4 2 10d 4 10d x 1-1/2 2355 2355 2355 -- 1355 1380 1400 --

face-max -- 14 10d 6 10d 2340 2640 2855 1570 2025 2285 2470 1215

top-max 4 6 10d 6 10d 3640 3640 3640 1570 2355 2510 2615 1215

top-min 4 2 10d 6 10d 2025 2025 2025 -- 1560 1560 1560 --

face-max -- 18 10d 6 10d 2840 3200 3460 1570 2455 2770 2990 1215

top-max 4 6 10d 6 10d 3640 3640 3640 1570 2355 2510 2615 1215

top-min 4 2 10d 6 10d 2025 2025 2025 -- 1560 1560 1560 --

face-max -- 22 10d 6 10d 3340 3765 4065 1570 2730 3075 3185 1145

top-max 4 6 10d 6 10d 3640 3640 3640 1570 2355 2510 2615 1215

top-min 4 2 10d 6 10d 2025 2025 2025 -- 1560 1560 1560 --

face-max -- 22 10d 4 10d 2750 3085 3330 605 2380 2590 2590 465

top-max 4 6 10d 4 10d 3485 3485 3485 605 1765 1845 1900 465

top-min 4 2 10d 4 10d 2435 2435 2435 -- 1330 1360 1375 --

face-max -- 36 10d 6 10d 3960 3960 3960 1285 3060 3060 3060 655

top-max 4 6 10d 6 10d 2965 2965 2965 1285 2290 2290 2290 655

top-min 4 2 10d 6 10d 1550 1550 1550 -- 1195 1195 1195 --

top-max 4 8 16d 6 16d 3855 3855 3855 1870 2830 2990 2990 1195

top-min 4 2 16d 6 16d 2735 2735 2735 -- 2030 2115 2115 385

top-max 4 8 16d 6 16d 3855 3855 3855 1870 2830 2990 2990 795

top-min 4 2 16d 6 16d 2735 2735 2735 -- 2030 2115 2115 385

face-max -- 46 10d 4 10d 5560 5620 5665 605 3850 3900 3935 435

top-max 4 6 10d 4 10d 3485 3575 3640 605 1810 1885 1940 435

top-min 4 2 10d 4 10d 2430 2430 2430 -- 1400 1425 1445 --

face-max -- 46 10d 4 10d 5560 5620 5665 605 3850 3900 3935 435

top-max 4 6 10d 4 10d 3485 3575 3640 605 1810 1885 1940 435

top-min 4 2 10d 4 10d 2430 2430 2430 -- 1400 1425 1445 --


Corr

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1-3/4" LVLor

I-Joist

4-5/8" wideI-Joist



3-1/2" wideFloor

Trusses

MSH426IF THAC426 14 3-5/8 1-3/4 26 8

2-1/2" wideFloor

Trusses

MSH2622-2 --

MSH413

MSH418 THA418

MSH322 THAI322

MSH2322-2

THAC418, THAC422

--

JoistMaterial& Width

2, R12,F1

THA413

9-1/4

9-1/4

826

MSH422

MSH426 THA426

THA422, THAI422

MSH424

5-3/8 1-3/4 22

16

16

16

3-9/16

16 3-9/16

16

MSH422IF

--

10-7/16

10-13/16

1-3/4

2x Lumberor

Trusses MSH222 THAI222 18

1-3/4

1-3/4

MSH1713

1-5/8

MSH2322 THAI3522

MSH1722 THAI1.81/22

-- 18 1-13/16

18

18

2" wideI-Joist

MSH2022 THAI2.06/22

2-5/16" wideI-Joist

USPStock No.

MountingCondition

Roof


Header Joist

22-5/8

Roof

Stee

l Gau

ge

4-3/4 1-3/4 22

18 1-13/16

21-1/2

14 3-5/8

1-3/4

2-3/8

16

1-3/4

3-5/8 2

3-9/16 1-3/4

22-1/22-9/16

16

1-3/4

18 2-1/16

2, R12,F1

130

CodeRef.

21-1/2 5-3/16

1-3/4

1-3/4

10-7/16

14 7-5/8

22-5/81-3/4

22-7/8

23

1-3/4 14-7/16 10-3/4

9-13/1622

17-1/2

7-5/8

10-3/4

10-3/8

7-5/8


I-Joist, LVL, LSL & PSL Chart




H

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Plated Truss

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MSHL / R Skewed Truss Hangers

The MSHL/R is a versatile 45-degree skewed hanger with multiple installation options. It can be installed on a supporting girder truss as well as solid-sawn and structural composite lumber headers.


Installation:• Install the required number of fasteners according to the load table.• Install fasteners into the carrying members at the locations

described below based on the proper “Mounting Condition.” • Web stiffeners are required for I-Joist installations.• Hanger is factory skewed at 45° left or right.

Typical MSH213R installationright skew

Typical MSH213L installationleft skew


Ref. No. Qty Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%face-max -- 22 10d 6 10d x 1-1/2 1770 1770 1770 730 1710 1710 1710 705top-max 4 6 10d 6 10d x 1-1/2 1735 1735 1735 730 1750 1750 1750 705top-min 4 2 10d 6 10d x 1-1/2 1240 1240 1240 -- 1325 1325 1325 --

combination 2 14 10d 6 10d x 1-1/2 1770 1770 1770 730 1710 1710 1710 705face-max -- 14 10d 6 10d 1750 1835 1835 615 1520 1520 1520 490top-max 4 6 10d 6 10d 1820 1820 1820 615 1505 1505 1505 490top-min 4 2 10d 6 10d 1415 1415 1415 -- 1125 1125 1125 --

combination 2 10 10d 6 10d 1750 1835 1835 615 1520 1520 1520 490

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long. New products or updated product information are designated in blue font.

Header



USPStock No.

SteelGauge

MountingCondition

Joist


6, R11,F3

3-1/2" LVLor FloorTrusses

F26

CodeRef.

Roof Roof

THAL/R422 16

2x Lumberor

Trusses-- MSH213L/R

MSH422L/R

18

Plated Truss

MSH213L left skew

13-1/4"

5"

1-5/8"

1-3/4"

Right skew Left skew


40° to 50°

Typical MSHL/R face-max installation

Typical MSHL/R top-max installation

Typical MSHL/R top-min installation

Typical MSHL/R combination installation

Install six (6) 10d x 1-1/2" nails into 2x carried member, or six (6) 10d nails into 3-1/2" wide carried member.

CONNECTION TO CARRYING MEMBERMounting Condition

CONNECTION TO CARRIED MEMBERAll Mounting Conditions

Top-Max

The straps must be field-bent over the header a minimum of 2" to allow four (4) top flange nail holes to be filled (two in each strap). The bottom six (6) fastener holes (three on each side of the bucket) must be filled. Min. 2x6 bottom chord required.

Top-Min

The straps must be field bent over the header a minimum of 2" to allow four (4) top flange nail holes to be filled (two in each strap). Also install the two (2) uppermost face nails (one on each strap) near the top of the header.

MSH422R right skew

MSH422L left skew

22"

5-1/8"

1-3/4"

3-9/16"

9-5/16"

Combination Face-Max/Top-Max

Follow the Face-Max installation for one side of the connector and the Top-Max installation for the opposite side of the connector. The Face-Max allowable loads apply to this type of installation. Min. 2x6 bottom chord required.


2) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long


Face-Max

For MSH422L/R, the bottom six (6) fastener holes (three on each side of the bucket) must be filled. Install eight additional fasteners (four (4) in each strap) where applicable. For MSH213L/R, the bottom eight (8) fastener holes must be filled (four (4) in each strap). Install fourteen (14) additional fasteners, seven (7) in each strap. Min. 2x6 bottom chord required.

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MSSHL/R Severely Skewed Hangers

USP’s MSSH217 hanger accommodates a skew range of 60° to 85° (30° maximum off the girder) without the need for a more expensive custom design hanger. Face nail to webs or bend the flange strap over the chord. Available in left (L) or right (R) configurations.


Installation:• Use all specified fasteners. See Product Notes, page 18.• The 3 lower holes on each strap are for top nailing when the strap is bent

over the truss chord. These holes are not for face nailing.• One or both straps may be bent over the bottom chord of the girder with

top or backside nailing.• Note: Select the correct (right or left) hanger so that the strap on the outside

of the angle will pass the end of the truss. When facing the hanger, the strap in the rear turns in the direction of the skew. The front strap turns to pass behind the end of the carried member.

• Attach the hanger at the end of the truss with a single 10d (0.148" dia.) x 1-1⁄2" nail into the side flange or bottom.

• Place the truss in position against the girder. Push the outside strap past the end of the truss to the girder web and face nail through the top 8 holes with 10d (0.148" dia.) x 1-1⁄2" nails for a 1 ply girder, or 10d (0.148" dia. x 3") common nails for multiple-ply girders.

• The strap inside the angle can be formed over diagonal webs (if design allows) or bend over the girder chord. Use two nails into the top and/or back side of the girder.

• If the outside strap does not contact a web, bend the strap tightly over the girder chord. Use two nails into the top and/or back side of the girder.

• For uplift resistance, other means of attachment are required. If both the truss and girder have vertical webs, attach a scab to pack out the girder web nearly flush with the truss web and use a field adjustable MP framing angle across the two. A top chord connection for uplift requires a flat LSTA strap tie wrapped under the girder and over the truss chord.

MSSH217LLeft shown attached

to web and top of chord

MSSH217RRight shown

attached to webs

Top view right shown

MSSH217Rright shown

Pocket Nail

8 holes for face nailing

3 holes for top nailing 2x6 or 2x8

17-3/16"

1-5/8"1-3/4"

MSSH217R shownbent over bottom chord

Additional strappingfor high uplift

Additional strappingfor high uplift

Back view shown

Floor Floor

Qty Type Qty Type Qty Type 100% 115% 125% 100% 115% 125%face-max -- -- 16 10d 1 Ply 1755 1770 1770 1140 1155 1165top-min 4 10d 6 10d 1 Ply 1735 1735 1735 1140 1155 1165

1) No uplift value with this hanger. Use other hardware or nailing higher on supported member to counteract uplift. 2) One or both straps may be bent over bottom chord of girder with top or backside nailing. 3) Maintain minimum 3/4" edge distance when installing nails. 4) The supported member shall be supported by blocking or other means to prevent rotation. 5) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long. Note: The 3 lower holes on each strap are for top nailing when strap is bent. These holes are not for face nailing. New products or updated product information are designated in blue font.

MSSH217L/R --

Top

1 10d x 1-1/2

Ref. No.

USPStock No.

SteelGauge

MountingCondition

Supported

Member4

Supporting Member

Face/Backside

18


130

DF/SPAllowable

Loads (Lbs.)1

S-P-FAllowable

Loads (Lbs.)1

RoofGirderTruss

Roof CodeRef.

MP Framing Angle pg. 85

Plated Truss

Back side with straps bent over

LSTA StrapTie pg. 99

Bend over

Bend over

Girder

Truss

212

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Copyright © 2018 M


USP’s MSHA Series hanger offers the most flexible field solution for truss-to-truss connections accommodating a range of skews and challenging web-chord geometry often found in truss framing. Eliminating the need for special orders, the MSHA Series hanger provides economical solutions for 1-ply or 2-ply roof trusses and 1-ply floor trusses skewed between 22-1/2° to 75°. MSHA hangers can be installed in top-min, top-max, face-max, or combination mounting conditions as required.


Installation:

• Install the required number of fasteners according to the load table.• Install fasteners into the carrying member at the locations described below

based on the proper “Mounting Condition”. • Product is factory skewed 22-1/2° and may be field skewed from 22-1/2° to

75°. See installation sequence on page 197 for skews greater than 22-1/2°.• Face-Max and Combination mounting conditions require a minimum chord or

header height of 7-1/4". Top-Max and Top-Min mounting conditions require a minimum chord or header height of 5-1/2".

MSHA Adjustable Strap Skewed Hangers

MSHA29LLeft Shown

MSHA29R-2Right Shown

H

5-1/2"

W


Plated Truss

Typical MSHA combination installation

Typical MSHA top-min installation

Typical MSHA face-max installation

Typical MSHA top-max installation

CONNECTION TO CARRYING MEMBERMounting Conditions:

CONNECTION TO CARRIED MEMBERMounting Conditions:

For the 22-1/2° skew installation, all round holes must be filled. For skews greater than 22-1/2°, only the diamond holes must be filled.

Face-Max

Fill the lowest four holes nearest each side of the bucket. For a 22-1/2° skew, fill the four diamond holes on one side and 4 round holes on the other. For skews greater than 22-1/2°, fill the 4 round holes on each side.

Add an equal amount of nails in each side of the hanger in any of the remaining nail holes to meet the minimum fastener requirements listed in the table on page 197.

Top-Max

Field bend the strap over the supporting member. The bent strap must extend a minimum of 2 inches over the carrying member to allow for the four top flange nail holes to be filled.

Fill the lowest four nail holes nearest each side of the bucket. For a 22-1/2° skew, fill the four diamond holes on one side and 4 round holes on the other. For skews greater than 22-1/2°, fill the 4 round holes on each side.

Top-Min

Field bend the strap over the supporting member. The bent strap must extend a minimum of 2 inches over the carrying member to allow for the four top flange nail holes to be filled.

Fill the four nail holes (two each strap) nearest the top of the carrying member.

Combination Face-Max/Top-Max

Follow the Face-Max installation for one side of the connector. Follow the Top-Max installation for the opposite side of the connector. The Face-Max allowable loads apply to this type of installation.

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Ref. No. W H Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%22-1/2 -- 12 10d 7 10d x 1-1/2 1500 1615 1615 975 1250 1275 1275 770

23 to 45 -- 12 10d 4 10d x 1-1/2 1485 1485 1485 560 1250 1350 1350 43546 to 75 -- 12 10d 4 10d x 1-1/2 1500 1615 1615 720 1250 1315 1315 56022-1/2 4 8 10d 7 10d x 1-1/2 1985 1985 1985 975 1510 1510 1510 745

23 to 45 4 8 10d 4 10d x 1-1/2 1705 1705 1705 560 1255 1255 1255 41546 to 75 4 8 10d 4 10d x 1-1/2 1605 1605 1605 720 1605 1605 1605 56022-1/2 4 4 10d 7 10d x 1-1/2 1350 1350 1350 -- 1045 1045 1045 --

23 to 45 4 4 10d 4 10d x 1-1/2 1335 1335 1335 -- 1060 1060 1060 --46 to 75 4 4 10d 4 10d x 1-1/2 695 695 695 -- 695 695 695 --22-1/2 -- 12 10d 7 10d 1500 1615 1615 975 1215 1215 1215 735

23 to 45 -- 12 10d 4 10d 1485 1485 1485 560 1210 1260 1260 40546 to 75 -- 12 10d 4 10d 1500 1615 1615 720 1250 1300 1300 55522-1/2 4 8 10d 7 10d 1985 1985 1985 975 1495 1495 1495 735

23 to 45 4 8 10d 4 10d 1705 1705 1705 560 1275 1275 1275 42046 to 75 4 8 10d 4 10d 1605 1605 1605 720 1565 1565 1565 53522-1/2 4 4 10d 7 10d 1350 1350 1350 -- 1040 1040 1040 --

23 to 45 4 4 10d 4 10d 1335 1335 1335 -- 1060 1060 1060 --46 to 75 4 4 10d 4 10d 695 695 695 -- 695 695 695 --22-1/2 -- 12 10d 7 10d 1500 1590 1590 960 1250 1250 1250 755

23 to 45 -- 12 10d 4 10d 1485 1485 1485 550 1250 1335 1335 43046 to 75 -- 12 10d 4 10d 1500 1615 1615 705 1250 1300 1300 55522-1/2 4 8 10d 7 10d 1955 1955 1955 960 1490 1490 1490 735

23 to 45 4 8 10d 4 10d 1680 1680 1680 550 1270 1270 1270 42046 to 75 4 8 10d 4 10d 1605 1605 1605 705 1565 1565 1565 53522-1/2 4 4 10d 7 10d 1330 1330 1330 -- 1040 1040 1040 --

23 to 45 4 4 10d 4 10d 1335 1335 1335 -- 1060 1060 1060 --46 to 75 4 4 10d 4 10d 695 695 695 -- 695 695 695 --

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Heff is the minimum distance from the top of the hanger seat to the top of the carrying member.

3) For tabulated top-mount installation loads, the straps must be wrapped over the header a minimum of 2". 4) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long. New products or updated product information are designated in blue font.

MountingCondition3

CodeRef.

Roof Roof



SkewAngle

(degrees)

Fastener Schedule4

MSHA422L/R THASR/L422

top-min

top-max

top-min

face-max

CarryingMember

CarriedMember

TopQty

FaceQty

Min Heff

2

(in)

top-max

7-1/4

5-1/2

130

face-max

face-max

3-5/8 22

top-min

top-max

7-1/4

5-1/2

7-1/4

5-1/2


USPStock No.

1-5/8

3-1/8

10-3/4

10-3/4

Dimensions(in)

4xTrusses

2-2xTrusses

MSHA29L/R

MSHA29L/R-2

THASR/L29

THASR/L29-2

2xTrusses

MSHA Adjustable Strap Skewed Hangers

Installation Sequence for Skews > 22½°:

Plated Truss

Step 1: Install acute side top and/or face header nails.

Step 2: Utilizing a piece of scrap fastened to the hanger on the obtuse side, bend the hanger to the desired angle.

Step 3: Bend the obtuse side of hanger back toward the header until the flange lies flat against the header, and install header top and/or face nails as noted below.

Step 4: Install carried truss and all required nails fasteners working from the bottom up.

Rotate acute side todesired angle

Align back edge of carried member with the slotted holes on the acute side

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SNP Skewed Nail Plate

Typical SNP3 installation

SNP3

The SNP3 Skewed Nail Plate is designed and tested for connecting square cut corner jack trusses at skews up to 45˚.


Installation:• Install specified fasteners from bend line out from

each end. Not all nail holes will be filled.• Attach to the supported truss on the acute angle

side so the SNP3 runs behind the end of the jack.• Set jack truss against supporting truss and nail on

exposed flange.• Bend angle only once.• 8d common nails may be substituted for 8d x 1-1/2"

nails with no reduction in load.

Upift Upift

Ref. No. Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160% SNP3 TJC37 16 6 8d x 1-1/2 6 8d x 1-1/2 530 530 530 530 465 465 465 465 6, R11, F3

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) NAILS: 8d x 1-1/2" nails are 0.131" dia. by 1-1/2" long. New products or updated product information are designated in blue font.

CodeRef.

Fastener Schedule2 DF/SP


S-P-F


USPStock No.

SteelGauge

Supporting Member

Supported Member

Plated Truss

Supporting truss

3-1/2"

3-1/2"

Supported truss

0°to

45°

3-1/2"

3-1/2"

3-3/8"

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HHC / HJC / HJHC / HTHJ Hip/Jack Connectors

HHC – Designed to support hip/hip truss/rafter. Contact USP when using in multi-ply applications.

HJHC – Allows for hip/hip support and hip/jack/hip installations.

HJC & HTHJ – Used to simultaneously hang a combination of hips and jacks off girder trusses. These hangers fit both left-hand and right-hand applications. An open back design allows for retrofit installations.

Materials: HHC, HJC, & HJHC – 12 gauge, HTHJ –18 gauge Finish: G90 galvanizingOptions: See HJC Specialty Options ChartCodes: See page 10 for Code Reference Chart


Typical HJC/HTHJinstallation

Typical HJC/HTHJ installation top view

HJC

Typical HHC installation top view

Typical HJC (skewed) installationwith alternate skew angle top view

HHCHTHJ

Typical HJHCinstallation top view

HJC (skewed)

HJHC


Description Ref. No. Qty Type Qty Qty Type 100% 115% 125% 160% 100% 115% 125% 160%

2 x 6 right / left HJC26 LTHJA26, THJA26, THJU26

12 5-3/8 16 16d 5 7 10d 2385 2740 2980 1840 2180 2510 2725 1955

2 x 8 right / left HJC28 -- 12 7-1/8 20 16d 6 8 10d 2980 3425 3505 1840 2725 2855 2855 1965

2 x 6 terminal HHC26 LTHJA26, THJA26

12 5-7/16 20 16d 5 -- 10d 3100 3505 3505 2130 2725 2800 2800 1870

2 x 8 terminal HHC28 -- 12 7-3/16 24 16d 6 -- 10d 3505 3505 3505 2410 2805 2805 2805 1930 2 x 6 terminal HJHC26 -- 12 5-7/16 20 16d 5 2 10d 3100 3505 3505 2410 2725 2815 2815 1935 2 x 8 terminal HJHC28 -- 12 7-3/16 24 16d 6 2 10d 3505 3505 3505 2410 2820 2820 2820 1940

2 x 6 terminal HTHJ26-18 -- 18 5 16 16d 7 5 16d 2190 2520 2740 1790 1920 2110 2110 122510, R8,

F5

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Loading published for total load of hip / jack connection. 3) NAILS: 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

130

Supported Member

10,R8,F5

Fastener Schedule3

CodeRef.

DF/SP


S-P-F


perHip

per Jack

SupportingMember

USPStock No.

SteelGauge

RoofRoof

H(in)

Option Hip Truss Skew

Range 30˚ to 60˚

Allowable Loads 100% of table load

OrderingAdd SK, angle of hip

required, to product number.Ex. HJC26_SK55


2) Loading published for total load of hip / jack connection.

3) NAILS: 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long.


HJC Specialty Options Chart

Plated Truss

45°45°

Specify angle(60° max)

45°45°

45° 45°

6"3-1/4"

1-3/4"

H

5"5-7/8"

2"

H

9"

1-7/8"

3-1/4"

H

10-1/2"

1-3/4"

3-1/4"

H

Varies 8"max. width

H

3-1/4"

1-3/4"

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BN Breakfast Nook Hangers

Designed to carry four mono trusses in one connector, it reduces installation time and cost. Provides a tested, load rated connection. Standard configuration spacing: 22-1/2°, 45°, 45°, 45°, 22-1/2°. The design also includes field adjustable nailing tabs.


Installation:• Use all specified fasteners. See Product Notes, page 18.• Allow a 2" setback for each mono truss.• For pitched ceiling, design mono trusses with end-vertical

upset. Upset equals tangent of the ceiling slope times 5.6".• Bend tab only once.

Typical DSC4R installation LDSC4L left shownDSC4R right shown

BN264Standard configuration

(top view)

BN264

Floor Uplift1,2

Ref. No. L H B Qty Type Qty Type 100% 115% 125% 160% BN264 THJM2-4-SDS3 14 10 5-3/8 3-1/4 20 10d 2 10d x 1-1/2 2380 2735 2975 645 BN284 -- 14 10 7-1/8 3-1/4 20 10d 2 10d x 1-1/2 2380 2735 2975 645

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Maximum uplift per mono truss is 175-lb at 160% for DF/SP and 150-lb at 160% for S-P-F. 3) Loading published is for total load of connection. 4) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long.

CodeRef.

10, R8,F5

Dimensions (in)

USPStock No.

SteelGauge

Roof

Carried Member

per Mono Truss

Fastener Schedule4

Carrying Member


LDSC / DSC Drag Strut Connectors

Transfers lateral loads from girder truss into bearing walls.


Installation:• Use all specified fasteners. See Product Notes, page 18.• WS3 Wood Screw, 1/4" dia. x 3" long, are supplied with

DSC4 connector.

Compression Tension Compression Tension

Ref. No. Qty Type Qty Type 160% 160% 160% 160% LDSC4L/R -- 14 9 10d x 1-1/2 9 10d x 1-1/2 1640 1640 1425 1425 DSC4L/R DSC5R/L-SDS3 3 16 WS3 16 WS3 4965 4945 4270 4250

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) WS3 wood screws are 1/4" x 3" and are included with DSC4 connector. 3) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long.

S-P-F

Allowable Loads (Lbs.)1Fastener Schedule2,3

10, R8,F5

CodeRef.

USPStock No.

SteelGauge

Truss Top Plate

DF/SP


Plated Truss

22-1/2° 22-1/2°

45°

45°

45°

Typical BN264installation

Nailing tabs adjust to fasten 22-1/2°

mono trusses

21"

3-1/4"

10-1/2"

3"

10-1/2"

7"2-1/8"

2"

Field adjustable nailing tabs with slotted fastening

holes for slant nailing

L

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B

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GTWS High Uplift Girder Truss Hangers

The GTWS series girder-to-girder hangers feature high uplift capacities along with high gravity load ratings.



• WS Wood Screws are included with hangers where specified.

• GTWS2T shall be installed to a minimum 2x4 vertical member of a girder truss with no restriction on the size of the bottom chord.



Uplift1

Ref. No. W H D Qty Qty 100% 115% 125% 160% GTWS2T -- 10 3-1/4 16 4 22 WS3 16 WS3 2 8720 10030 10900 9770 GTWS3T -- 10 4-7/8 16 5 28 WS3 24 WS3 3 11100 12470 12470 12490 GTWS4T -- 10 6-1/2 16 5 28 WS3 24 WS3 4 11100 12470 12470 12490

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) WS3 wood screws require a minimum 3-in wood penetration. 3) WS3 wood screws are 1/4" x 3" long and are included with the GTWS hangers. 4) WS3 wood screws may be installed in both vertical and horizontal members. New products or updated product information are designated in blue font.

F26

CodeRef.

Fastener Schedule2,3,4 DF/SPAllowable Loads (Lbs.)Supporting Truss Supported Truss

USPStock No.

SteelGauge

WoodScrews

WoodScrews

No.of

Plies

Dimensions(in)

GTWS3T

GTWS2TTypical GTWSinstallation

Plated Truss

16"

5"W

16"

4"

W

Min. 2x6 vertical (Min. 3” height truss plates,

flush with hanger seat, required on end grain verticals

to resist wood splitting)

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GTQ / GTQM Girder Truss Hangers

The GTQ / GTQM hangers connect to multi-ply girder truss with USP’s WS Wood Screws offering high load capacities. Design features minimum and maximum fastening installation options to accommodate various sizes of vertical web. GTQM’s are designed for LVL sizes, for example GTQM218.


Installation:• Use all WS wood screws as specified. • Install hanger centered on vertical web.• GTQ’s are designed to be installed on various sizes of vertical

web. Maintain a minimum 5/8" fastener edge distance as per the National Design Specification where truss connector plates are not present.

• Install WS wood screws in all fastener holes including diamond holes for maximum values.

• Refer to Backer Block installation on page 221 if the length of the screws going into the supporting truss are longer than the thickness of the plies.

GTQ218(GTQM218 similar)



Typical GTQ218 installation(GTQM218 similar)



Floor Wind8 Uplift2 Floor Wind8 Uplift2

Ref. No. Qty Type5 Qty6 Type 100% 115% 125% 160% 160% 100% 115% 125% 160% 160%Min 2x6 18 6965 7900 7900 7900 4595 6225 6605 6605 6605 3845Max 2x8 30 11610 13160 13160 13160 4595 10375 11005 11005 11005 3845Min 2x6 18 6965 7900 7900 7900 4595 6225 6605 6605 6605 3845Max 2x8 30 11610 13160 13160 13160 4595 10375 11005 11005 11005 3845Min 2x6 25 11480 11480 11480 11480 4595 10240 10240 10240 10240 3810Max 2x8 33 14665 14665 14665 14665 4760 14500 14500 14500 14500 3945Min 2x6 25 11480 11480 11480 11480 4595 10240 10240 10240 10240 3810Max 2x8 33 14665 14665 14665 14665 4760 14500 14500 14500 14500 3945Min 2x8 41 14435 14435 14435 14435 4690 14435 14435 14435 14435 3745Max 2x10 47 17600 17600 17600 17600 4690 15795 15795 15795 15795 3745Min 2x8 41 14435 14435 14435 14435 4690 14435 14435 14435 14435 3745Max 2x10 47 17600 17600 17600 17600 4690 15795 15795 15795 15795 3745

1) WS3 Wood Screws are 1/4" x 3" long, WS45 Wood Screws are 1/4" x 4-1/2" long, WS6 Wood Screws are 1/4" x 6" long. Screws are included with GTQ and GTQM hangers. 2) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 3) WS Wood Screws may be installed through metal truss connector plates as approved by truss designer per ANSI/TPI 1-2007 Section 7.5.3.4 and 8.9.2. Pre-drilling required through the plate using a maximum of 5/32" bit. 4) Truss plies of the supporting member must be fastened together to transfer the load (through all truss plies) that is not transferred by the hanger screws; fastening schedule is to be specified by the truss designer. 5) If the length of the screws going into the supporting truss are longer than the thickness of the plies, refer to the backer block installation on page 221. 6) Wood screws specified for supported member must ALL be installed into the supported member while maintaining a minimum 5/8" edge distance where truss connector plates are not present. 7) Supported members on GTQM hangers shall have Specific Gravity of not less than 0.46. 8) Wind (160%) is a download value. New products or updated product information are designated in blue font.

USPStock No.

THGQ2-SDS3, THGQH2-SDS3

--

--

THGQH4-SDS6

GTQM4207

GTQ218

GTQM2187

GTQ318

GTQM3187

GTQ420

--

THGQ3-SDS4.5, THGQH3-SDS4.5

4-7/8

5-1/2

CodeRef.

130

4

W(in)

Min. No. of Plies

No. of

Plies

3-1/4

InstallType

WS3

WS45 2 20

2 20 2

3

3-5/8

WS45

WS67-1/4

6-1/2

RoofRoofMinVertWebSize

WS6 3 20


S-P-FAllowable Loads (Lbs.)Supported Truss


Supporting Truss4,5

WS3

W

18"

4-1/2"

6-1/4"

W5"

18"

6-1/4"

20"

5-3/4"W

5-15/16"

Plated Truss

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GT / GTD / GTS Girder Truss Hangers

The GT primarily hangs girder trusses off other girder trusses, although a wide variety of other heavy-duty installations apply.

Materials: Back Plate – 3 gauge; Strap – 7 gaugeFinish: USP primerOptions: All models available in LVL sizes, use M in place of T, as in GT2M4B.Codes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• Minimum heel height is 9-1/4" for GT hangers. Typical GT2T4B

installation

Ref. No. W1 L H D Qty Qty Type 100% 115% 100% 115%1 1725 1985 1580 15902 2950 3390 2580 27153 3340 3840 3075 30751 2270 2610 2075 20902 3920 4510 3430 36103 5715 6575 4950 52651 2505 2880 2295 23052 4370 5025 3825 40253 4985 5730 4590 45901 3465 3985 3170 31802 5905 6790 5170 59453 6680 7680 6310 66551 5200 5980 4755 47702 8860 10190 7755 89203 10020 11520 9465 99451 6855 7885 6260 62902 11795 13565 9645 99453 13530 13870 9645 99451 6935 7975 6340 63602 11815 13585 9645 99453 13355 13870 9645 99451 2505 2880 2295 22952 4370 5025 3825 40053 4985 5730 4565 45651 3200 3675 2920 29302 5740 6605 5020 52603 8490 9765 7355 77801 3465 3985 3165 31652 5905 6790 5170 59453 6680 7680 6310 66201 4570 5255 4175 41752 7865 9045 6875 79103 11435 13150 9905 106051 5200 5980 4750 47502 8860 10190 7755 89203 10020 11520 9465 101901 6855 7885 6260 62602 11795 13565 10315 118653 14860 14860 12360 123601 6935 7975 6330 63302 11815 13585 10340 118903 13355 15360 12370 123701 9140 10515 8350 83502 15725 18085 13470 137703 19155 19465 13470 13770

1) Bolts shall conform to ASTM A 307 Grade A or better. 2) GT series require 2 x 6 vertical member for 2-, 3-, and 4-bolt hangers and 2 x 8 for 6 and 8-bolt hangers. 3) NAILS: 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

Dimensions (in) Fastener Schedule1,2,3 DF Allowable Loads (Lbs.)

S-P-F Allowable Loads (Lbs.)Supporting

TrussSupported

Truss

SupportedMember

USPStock No.

Noof

Plies

Supporting Member Supporting Member

CodeRef.

BoltDia (in)

Uplift160%

Uplift160%

1600

130 GT2T2BH -- 3-7/16 6 22-1/4 4-1/2 2 1

4-1/2 2 3/4 12 16d 2000 GT2T2B -- 3-7/16 6 19

3 3/4 12 16d 2000

12 16d 2000

GT2T3B -- 3-7/16 6 22 4-1/2

2000 159510,R8,F5

GT2T6B -- 3-7/16 7-1/4 22 6 6

19 5-1/2 4 3/4 12 16d GT2T4B THGB2 3-7/16 7

3/4 12 16d 2000

GT2T6BH -- 3-7/16 7-1/4 26-1/4 130

GT2T8B THGBH2 3-7/16 7-1/4 25 6 8 3/4

6 6 1 12 16d 2000

12 16d 2000 159510, R8,F5

3-ply

GT3T3B -- 5-1/8 6

2-ply

2000 1595

130

GT3T3BH -- 5-1/8 6 26-1/4 4-1/2 3

22 4-1/2 3 3/4 12 16d

1 12 16d 2000

GT3T4B THGB3 5-1/8 7 19

10,R8,F5

GT3T4BH -- 5-1/8 7 22-1/4 5-1/2 4 1

5-1/2 4 3/4 12 16d 2000

6 3/4 12 16d 2000

12 16d 2000

GT3T6B -- 5-1/8 7-1/4 22 6

6 1 12 16d 2000 GT3T6BH -- 5-1/8 7-1/4 26-1/4 6

8 3/4 12 16d 2000 GT3T8B THGBH3 5-1/8 7-1/4 25 6

8 1 12 16d 2000 GT3T8BH -- 5-1/8 7-1/4 30-1/4 6 1590

1600

1600

1595

1595

1590

1590

1590

1590

1590

1595

GT top view

GT2T4B


Plated Truss

9-1/4"

H

D

W1

L

W

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W1 W2 L H B Qty Qty Type Qty Type 100% 115% 100% 115%1 3465 3985 3160 31602 5905 6790 5170 59453 6680 7680 6310 66051 4570 5255 4165 41652 7860 9040 6875 79053 11440 13155 9910 105801 5200 5980 4735 47352 8860 10185 7755 89203 10020 11525 9465 101601 6855 7880 6240 62402 11790 13560 10310 118603 14860 14860 12325 123251 6930 7970 6310 63102 11810 13580 10340 118903 13360 15365 12340 123401 9140 10510 8295 82952 15720 18080 13725 153903 19465 19465 15390 153901 1725 1985 1580 15902 2920 3355 2555 27153 3295 3785 3075 30751 3450 3970 3155 31902 5835 6710 5110 58753 6585 7575 6220 66751 2490 2865 2280 22952 4215 4850 3690 40053 4755 5470 4495 45701 3445 3965 3155 31752 5830 6705 5105 57603 6580 7565 5590 57601 2490 2865 2280 22852 4215 4850 3690 39853 4755 5470 4495 45451 2505 2880 2285 22852 4240 4875 3710 39903 4785 5500 4520 45501 2495 2870 2280 22802 4225 4855 3695 39753 4765 5480 4500 4535

1) The listed loads for GTS and GTD is the total of hip and jack connection. 2) Bolts shall conform to ASTM A 307 or better. 3) GT Series require 2 x 6 vertical member for 2, 3, and 4 bolt hangers and 2 x 8 for 6 and 8 bolt hangers. 4) All side pocket applications assume 45° angle. 5) Must specify right or left for all GTS and GT skewed. 6) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

--

130


Supporting Member

Uplift160%

3 3/4 4 10d x 1-1/2 4 10d x 1-1/2

Uplift160%

DF Allowable Loads (Lbs.)

2000

2000

--

--

--

--

--

4 3/4 4 10d x 1-1/2

--

--

--

--

--

-- 6 19

-- 7-1/4

1-5/8 9-1/4

1-5/8 9-1/4

3-4/9 9-1/4

1-5/8

3-7/16

19

22

19

22

22

22

1-plyhip & jack

2-ply hip & 1-ply

jack

1-ply terminal

hip

2-ply terminal

hip

GT2T2BSKL/R

GT2T4BSKL/R

GTS1T1H3BSKL/R

GTS1T1H4BSKL/R

GTS1T2H3BSKL/R

GTD1T1H3B

GTD1T2H3B

Ref. No.

No.of

Plies

2-plyskewed

45°


Supporting Truss

Supported Truss

SupportedHip

9-1/4

SupportedMember

USP 4,5

Stock No.

--

--

--

--

--

--

--

--

Dimensions (in)

3-7/16

3-7/16

5-1/2

5-1/2

8-1/8

Supporting Member

6

8

9-1/4

5-1/2

5-1/2

5-1/2

5-1/2

5-1/2

3 3/4 12 16d -- --

5

4 10d x 1-1/2

3 3/4 4 10d x 1-1/2 4 10d x 1-1/2

CodeRef.

BoltDia.

3/4 12 16d -- --

1600

1600

--

-- --

--

-- --

--

1585

1585

1585

1585

1585

2000

2000

2000

9-1/4 30-1/4

6-1/2 7-1/2

6-1/2 7-1/2

6-1/2 7-1/2

6-1/2 7-1/2

6-1/2 7-1/2

22-1/4

26-1/4

22

25

19

--

--

--

--

6

6

6

6

4 3/4 4 10d x 1-1/2 4 10d x 1-1/2

5 3/4 4 10d x 1-1/2 4 10d x 1-1/2

15802000

2000

2000

--

-- --

-- --

12 16d

4 3/4 12 16d

6 3/4 12 16d

6

4-ply

5-ply

--

--

--

--

--

THGBH4

GT4T4B

1-5/8

1-5/8

1-5/8

1-5/8

1-5/8

10,R8,F5

GT4T4BH

GT4T6B

GT4T6BH

GT4T8B

GT5T8BH

4 1 12 16d

1 12 16d

8 3/4 12 16d

8 1

GT / GTD / GTS Girder Truss Hangers

GTS top view (left shown)

GTS1T2H3BSKL (left shown)

GTD top view

GTD1T1H3BGT skewed

Plated Truss

1-5/8"

W2 W245°45°

45°W2

W1 1-5/8"

5-1/2"

4-1/2"

L

H

W2W2

5-1/2"

L

H

W1

L

H

B

1-5/8"

221

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ALTERNATE INSTALLATIONS

Backer block installation

Wood blocking used to achieve full design load value of a face mount hanger attached to a carrying member. (Blocking to be designed by truss designer or engineer of record)

• Wood blocking should be of similar size/grade as the truss member to which it is attached. The blocking should be designed to act as one unit with truss members.

• Truss designer shall approve blocking size/grade, fasteners required, and application.

• All fasteners used to attach wood blocking should be independent of the fasteners in the truss hanger.

Panel point installation

Connection with face mount hanger attaching to a truss panel point. (Hanger nails that do not penetrate wood in panel point provide no load resistance)Reduce load according to the code.

Filler block installation

Wood filler blocking used for supported member width less than hanger width.

(Blocking and blocking fasteners/quantity to be designed by truss designer or engineer of record)

Plated Truss

JUS26 pg. 112

Backer blocking

THD28-2 pg. 204

THDH26-2 pg. 205

Filler blocking

GT3T6BH pg. 219

Filler Blocking

222

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Copyright © 2018 M


TRUSS BRACE & SPACER (STABILIZER™)

The Stabilizer™ Truss Brace & Spacer provides temporary construction bracing in the roof and ceiling planes, as well as permanent lateral bracing for webs as specified by your truss engineering.

The Stabilizer™ is easily installed by embedding the patented MII 20 teeth on the top flange straight into the edge of the truss member to be braced with a framing hammer. The side tabs are then secured by driving the teeth into the face of the truss member being braced.


Installation:• Use 31-16 for standard 16" o.c. spacing and 31-24 for

standard 24" o.c. spacing. For odd spacing, cut and insert a solid block between the trusses.

• Typically, The Stabilizer™ is installed at 6'– 8' centers along the roof plane and 10'– 15' along the ceiling plane. (Refer to engineering specifications BCSI 1-03, published by The Truss Plate Institute for specific bracing requirements.)

• The Stabilizer™ must be supplemented with diagonal bracing in the roof and ceiling planes and cross bracing in the web plane at required intervals.

• Web forces are not to exceed 8000 lbs.• The Stabilizer™ is properly installed when the top flap

and side tabs are flush with the member being braced.

Temporary constructionbracing installation

Side view

Chordattachment detail

Web bracinginstallation

31-24 Stabilizer™

Top view

End view

Important: The erection contractor is responsible for determining and installing the temporary bracing for the structure, including the trusses. It is most important for the installer to provide adequate means for bracing the first truss installed. The performance of the entire bracing system depends on the adequacy of the ground bracing or other means of bracing the first group of trusses installed. The building designer is responsible for the permanent bracing design of the overall structure including the truss. This includes the design of required supplemental diagonal and cross bracing.

Ref. No. Tension Compression 31-16 TSBR2-16 20 16 105 155 420 31-24 TSBR2-24 20 24 105 155 420

1) 1 pound = 4.448N 2) Fastener shall be (1) 8d or 10d common wire nail inserted through nail slot. 3) NAILS: 8d nails are 0.131" dia. x 2-1/2" long, 10d nails are 0.148" dia. x 3" long.

USPStock No.

SteelGauge

CodeRef.

17

Allowable Axial Loads (Lbs.)

Tensionwith Fastener

O.C.Spacing

(in)

Plated Truss

24 o.c.

Odd spacing

25-1/4"

71.28°1-3/8"

1-1/2"

Tab

Standard MII 20 punch

1-3/8"

1-1/2"

1"7/8"

1/4"

1-3/8"

Hammer here

Hammer here

1-3/8" Flap

1"

22-1/2"

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TS / TSX Truss Spacers

Truss spacers give framers fast and accurate spacing for trusses, rafters, or floor joists. The TS and TSX eliminate the need to mark layouts on bearing plates, improve installation speed, and help eliminate spacing errors. These spacers are light weight and compact.


Installation:• Use (1) 8d nail per end to fasten units to

trusses, rafters, or floor joists.

Typical TSX installation

Typical TS installation

TS single-unit spacer

TSX multi-unit spacer

Important: These units provide spacing guides only. Do not rely on the TS or TSX for bracing.

Ref. No. Qty Type2

1-1/2 TS -- 20 24 2-ft 1-1/2-in 1 2 8d1-1/2 TSX16 TSF2-16 22 16 8-ft 6 2 8d1-1/2 TSX24 TSF2-24 22 24 10-ft 5 2 8d

1) TSX spacers are shipped folded. 2) NAILS: 8d nails are 0.131" dia x 2-1/2" long.

120

CodeRef.

Joist Width

SectionsPer Piece

USP

Stock No.1Steel

GaugeO. C.

SpacingOverallLength

Fastener Schedule

Plated Truss

224

Plat

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Copyright © 2018 M


SBP Supplementary Bearing Plates

100% 115% 125% 100% EBL 115% EBL 125% EBL

DF 625 2260 2600 2825 5540 5.91 5880 6.27 6105 6.51 SP 565 2440 2805 3050 5405 6.38 5770 6.81 6015 7.10 S-P-F 425 1940 2230 2425 4170 6.54 4460 7.00 4655 7.30 Hem Fir 405 1980 2275 2475 4105 6.76 4400 7.24 4600 7.57 DF 625 2320 2670 2900 8885 4.74 9235 4.93 9465 5.05 SP 565 2500 2875 3075 8435 4.98 8810 5.20 9010 5.32 S-P-F 425 2000 2300 2500 6465 5.07 6765 5.31 6965 5.46 Hem Fir 405 2040 2345 2550 6295 5.18 6600 5.43 6805 5.60 DF 625 2320 2670 2900 12165 4.33 12515 4.45 12745 4.53 SP 565 2500 2875 3075 11400 4.48 11775 4.63 11975 4.71 S-P-F 425 2000 2300 2500 8695 4.55 8995 4.70 9195 4.81 Hem Fir 405 2040 2345 2550 8420 4.62 8725 4.79 8930 4.90 DF 625 2320 2670 2900 15445 4.12 15795 4.21 16025 4.27 SP 565 2500 2875 3075 14365 4.24 14740 4.35 14940 4.41 S-P-F 425 2000 2300 2500 10925 4.28 11225 4.40 11425 4.48 Hem Fir 405 2040 2345 2550 10545 4.34 10850 4.47 11055 4.55

DF 625 3165 3640 3955 8320 8.87 8795 9.38 9110 9.72 SP 565 3415 3930 4270 8075 9.53 8590 10.14 8930 10.54 S-P-F 425 2715 3125 3395 6220 9.76 6630 10.40 6900 10.82 Hem Fir 405 2770 3190 3465 6110 10.06 6530 10.75 6805 11.20 DF 625 3250 3735 4060 13565 7.23 14050 7.49 14375 7.67 SP 565 3500 4025 4375 12825 7.57 13350 7.88 13700 8.08 S-P-F 425 2800 3220 3500 9815 7.70 10235 8.03 10515 8.25 Hem Fir 405 2855 3285 3570 9540 7.85 9970 8.21 10255 8.44 DF 625 3250 3735 4060 18720 6.66 19205 6.83 19530 6.94 SP 565 3500 4025 4375 17485 6.88 18010 7.08 18360 7.22 S-P-F 425 2800 3220 3500 13320 6.96 13740 7.18 14020 7.33 Hem Fir 405 2855 3285 3570 12880 7.07 13310 7.30 13595 7.46 DF 625 3250 3735 4060 23875 6.37 24360 6.50 24685 6.58 SP 565 3500 4025 4375 22145 6.53 22670 6.69 23020 6.79 S-P-F 425 2800 3220 3500 16825 6.60 17245 6.76 17525 6.87 Hem Fir 405 2855 3285 3570 16220 6.67 16650 6.85 16935 6.97

1) Allowable loads are for a pair of SBP devices. SBP's shall be installed in pairs. 2) Multiple ply trusses shall be fastened together to act as a single unit. 3) EBL denotes effective bearing length and includes the actual bearing length plus the contribution of the SBP device. 4) Assumes full seating of truss on top plate.

SBP's Alone SBP + Truss Bearing4


SBP4 on 2 x 4 Top Plate (3-1/2" wide)

No. ofTrussPlies

WoodSpecies

Fc

(psi)

SBP6 on 2 x 6 Top Plate (5-1/2" wide)

4-Ply

1-Ply

2-Ply

3-Ply

4-Ply

1-Ply

2-Ply

3-Ply

W H Type Qty Type2-7/8 or less 20 10d x 1-1/2

3 or more 20 10d2-7/8 or less 28 10d x 1-1/2

3 or more 28 10d

1) Fastener Schedule is for a pair of SBP devices. 2) Allowable loads are for a pair of SBP devices. SBP's shall be installed in pairs. 3) Multiple ply trusses shall be fastened together to act as a single unit. 4) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 5) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long.

Uplift4

160%

JoistThickness

(in)

SBP6 TBE6

F1160%


S-P-F Allowable Loads (Lbs.)2,3

10d8

Truss

1530 16301485

F2160%

Uplift4

160%F1

160%F2

160%Ref. No.


SBP4 TBE4 16 3-1/2 3-1/4

USPStock No.

SteelGauge

Plate

4

Dimensions(in)

TopQty

SidesQty

16 5-1/2 3-1/4 1530 1630148510d84 1285

CodeRef.

10,R8,F513701280

1280 1285 1370

Use the SBP instead of extra truss plies or nail-on scabs to distribute concentrated truss reactions and avoid top plate crushing. The two-piece design accommodates any number of girder plies. A wraparound design gives superior uplift resistance, and reinforcement ribs effectively distribute bearing loads. Works with both single and double 2x4 or 2x6 top plates.


Installation:• Use all specified fasteners. See Product Notes, page 18.• The SBP shall be installed in pairs.

Typical SBP installation

SBP

Plated Truss

H

W

2"

1"

F1

F2

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FTC / FTCF Floor Truss Clips

FTC clips slide easily onto the top or bottom chord and provides a guide to help position and support the second truss during assembly.

FTCF clips easily install after the trusses are installed.

Materials: 18 gaugeFinish: G90 galvanizingCodes: See page 10 for Code Reference ChartPatents: #5,653,079

Installation:• Use all specified fasteners. See Product Notes, page 18.• The truss designer must determine the number of clips and spacing

between units according to concentrated load conditions and uniform loading requirements.

Concentrated Load Spacing Tips:Divide half of the concentrated load by the clip capacity to find the number of clips required.

Example:Concentrated (point) load = 3000 lbs, FTC1 capacity (DF/SP) = 865 lbs

= 1.73 = 2 clips

Place 2 clips near concentrated load.

Uniform Load Spacing Tips:Divide the clip capacity by half the required load per lineal foot.

Example:Uniform (distributed) load = 500 lbs/ft, FTC1 capacity (DF/SP) = 865 lbs

= 3.46' spacing

Space clips at 3'4" along length of truss.

1⁄2 (3000 lbs)865 lbs

865 lbs1⁄2 (500 lbs)

FTCTypical FTC installation

Typical FTC 2-ply metal web truss

installation

Typical FTC2F retrofit installation

Ref. No. W1 W2 H Qty Type 3 x 2 FTC32 -- 18 2-1/16 2-1/2 1-1/2 10 10d x 1-1/2 680 590

FTC1 -- 18 3-1/2 3-1/16 1-1/2 10 10d 865 750

FTC1F -- 18 3-1/16 -- 4-3/8 10 10d 865 750

FTC2 -- 18 3-1/2 3-1/16 3 10 10d 865 750

FTC2F -- 18 3-1/16 -- 4-3/8 10 10d 865 750

1) Transfer loads are for 100% floor load, and shall not be increased for short term load duration. 2) Truss designer shall determine the number of clips for concentrated loads and the spacing for uniform loads. 3) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long.

CodeRef.

4 x 2

(2) 4 x 2

USPStock No.

SteelGauge

10,R8,F5

DF/SPMaximum Transfer

Loads1,2

S-P-FMaximum Transfer

Loads1,2Truss Size

Fastener

Schedule3Dimensions (in)

Step 1 Step 2

Plated Truss

4-3/8"

W2

W1

1-1/8"2"

H

FTCF

FTC1F= 6-1/16"FTC2F=7-5/8"

4-3/8"

3-1/16"2-1/16"

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VTT Valley Truss Tie

Plated Truss

Download3 Download3

Ref. No. W H Qty Type Qty Type 115%,125%,160% 115%,125%,160%< 4/12 840 375 685 270

4/12 to < 8/12 840 445 685 3258/12 to 12/12 840 480 685 400

1) Uplift Loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Uplift loads are based on installation over 7/16" or 15/32" sheathing. 3) Downloads have been increased for snow, construction and wind loads; no further increase shall be permitted. 4) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long. New products or updated product information are designated in blue font.

10d x 1-1/2 VTT VTCR 18 2-3/4 3-1/4

CodeRef.

130


USPStock No.

SteelGauge

SupportingFraming

Valley Truss SupportingRoof Pitch

Uplift1,2

160%Uplift1,2

160%



3 10d 3

Typical VTT side view installation

Typical VTT front view installation

The VTT is a Valley Truss Tie designed to transfer loads from a valley truss into the supporting structure below. It also resists the sliding forces from downward loads when the valley truss is set upon a sloped lower roof. The ability to resist the sliding force eliminates the need for support wedges under the valley truss bottom chord or special order valley roof trusses with a bevel-cut bottom chord.

• Double-dimple nail holes assure the nails are driven in at the correct angle into the supporting member every time.

• Flat design requires no field bending to match the supporting roof pitch.• 2-Ply steel with stiffening ribs provides a high resistance to sliding forces

from downward loads.• Prong teeth help hold the VTT in place while nailing.• Accommodates supporting roof pitches from 0/12 to 12/12.• Pitch guide embossments allow attachment to valley truss on ground.

Materials: 18 gaugeFinish: G90 galvanizingCodes: See page 10 for Code Reference ChartPatents: Pending

Installation:• Mark the location of the supporting truss located below the lower

roof sheathing.• Place the VTT flat against the valley truss, centered over the top chord

of the truss below. Tap the top edge down with a hammer to engage the prong teeth.

• Nail the VTT to the bottom chord of the valley truss using (3) 10d x 1-1/2" nails.

• Install (3) 10d common nails through the double-dimples and drive them through the sheathing into the top chord of the supporting truss below. One nail will be centered in the top chord below. The other two nails are driven in at preset angles guided by the dimple holes.

Alternate Installation for Ground/Pre-Placement of VTT• Mark the location of the supporting truss located below the lower

roof sheathing. Center VTT horizontally on that mark.• Use pitch guide embossments on part to locate the vertical position of

VTT. Pitch numbers on connector are the numerator in the pitch slope ratio. (i.e. “6” indicates a 6/12 pitch, “12” indicates a 12/12 pitch, etc.)

• Secure the VTT to valley truss with (3) 10d x 1-1/2” nails.• When valley truss is hoisted into proper position on roof, install

(3) 10d common nails through the double-dimples and drive them through the sheathing into the top chord of the supporting truss below. One nail will be centered in the top chord below. The other two nails are driven in at a preset angles guided by the dimple holes.

VTT Front View VTT Back View

Prong Teeth

Double-Dimple Nail Holes

(patent pending)

Pitch guide embossments3-1/4"

Typical VTT installation

VTT

Lower Roof Sheathing

Supporting Truss

Valley Truss

Valley Truss

VTT

Supporting Truss

Alternate Installation for Ground /

Pre-Placement installation

Use pitch guide on part to locate vertical position

of VTT

Mark valley truss at supporting truss framing member location and center VTT horizontally on

that mark. Secure with (3) 10d x 1-1/2"

nails

Lower Roof Sheathing

Valley Truss

VTT

Supporting Truss

(3) 10d nails fastened to the

supporting framing

2-3/4"

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STC Truss Clips

STC

TR1T

Typical TR2 installation

TR2

TR1

The STC provides uplift resistance by securing trusses to top plates. Slotted nail holes allow for horizontal movement as scissor trusses deflect.


Installation:• Use all specified fasteners. See Product Notes, page 18.• When installing, do not fully set nails.• Locate nails into the center of slots to allow for horizontal movement.

Typical STC installation

Ref. No. Description W1 W2 Qty Type Qty Type STC24 TC24 12 2 x 4 top plate 3-9/16 1-5/8 5 10d x 1-1/2 6 10d x 1-1/2 810 330 680 275 STC26 TC26 12 2 x 6 top plate 5-1/2 1-5/8 5 10d x 1-1/2 6 10d x 1-1/2 810 330 680 275 STC28 TC28 12 2 x 8 top plate 7-1/4 1-5/8 5 10d x 1-1/2 6 10d x 1-1/2 810 330 680 275

1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long.

10, R8,F5

CodeRef.



USPStock No.

SteelGauge

Fastener Schedule2

Truss PlateDimensions (in)

F1160%

Uplift1

160%Uplift1

160%F1

160%

Slotted design allows truss to deflect without imposing load on wall below.


Installation:• Use all specified fasteners. See Product Notes, page 18.• Do not fully set nails.• Locate nails into the center of slots.• Due to the potential for squeaks, the TR series products

are not recommended for floor applications.

TR Roof Truss Ties

Ref. No. Description Qty Type Qty Type TR1 STC 18 single slot 1 8d 2 8d 85 50 35 35 -- -- TR1T STCT 16 single slot 1 8d 2 8d 240 -- 130 -- 80 -- TR2 DTC 18 double slot 2 8d 4 8d 125 210 85 135 -- --

1) Loads have been increased for short-term loading; no further increase allowed. 2) Truss must be bearing on top plate to achieve the allowable loads under "Without Gap". 3) Installed with maximum 1/4-in space between rafter or truss and top plate under "With 1/4" Gap". Space is not limited to 1/4-in, where loads are not required. 4) Installed with maximum 1/2" space between rafter or truss and top plate under "With 1/2" Gap". Space is not limited to 1/2-in, where loads are not required. 5) To achieve F1 loads in both directions, clips must be installed on both sides of the truss and staggered to avoid nail interference. 6) NAILS: 8d nails are 0.131" dia. x 2-1/2" long.

With 1/2" Gap4


F2160%

F2160%

F2160%

F15

160%F15

160%

Fastener Schedule6

Without Gap2 With 1/4" Gap3

Truss Plate

F15

160%

130

CodeRef.

USPStock No.

SteelGauge

1) Loads have been increased for short-term loading; no further increase allowed.2) Truss must be bearing on top plate to achieve the allowable loads under "Without Gap".3) Installed with maximum 1/4" space between rafter or truss and top plate under "With

1/4" Gap". Space is not limited to 1/4", where loads are not required.

4) Installed with maximum 1/2" space between rafter or truss and top plate under "With 1/2" Gap". Space is not limited to 1/2", where loads are not required.

5) To achieve F1 loads in both directions, clips must be installed on both sides of the truss and staggered to avoid nail interference.


2-3/4"

1-1/4"

2"

F2

F1(see footnote #5)

Plated Truss

F1

1-1/4" slots

W2

W1

2-1/2"

2-11/16"

1-7/8"

1-1/4"

4-1/4"

1-3/4

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HTC Heavy Truss Deflection Clip

Slotted design allows truss to deflect without imposing load on wall below.


Installation:• Use all specified fasteners. See Product Notes, page 18.• Do not fully set nails.

Top Side

F15 F2 F15 F2

Ref. No. Qty Qty Qty Type 160% 160% 160% 160% HTC4 HTC4 16 2 4 3 10d x 1-1/2 255 525 55 295 31, R1, F32

1) Loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) Truss/Rafter must be bearing on top plate to achieve the allowable loads under "Without Gap". 3) When installed with maximum 1-1/4" space between truss/rafter and top plate, use loads under "With 1-1/4" Gap". 4) To achieve F1 loads in both directions, clips must be installed on both sides of the truss and staggered to avoid nail interference. 5) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long. New products or updated product information are designated in blue font.

CodeRef.

USPStock No.

SteelGauge

Fastener Schedule4

Without Gap2 With 1-1/4" Gap3

DF/SP

Allowable Loads (Lbs.)1Plate Truss/Rafter

HTC4

ZC2

T10

ZC4

Typical HTC4 installation

Typical ZC installation

Typical T10 installation

ZC clips secure blocking between joists or trusses which provides support for drywall or sheathing.



Engineered with a reinforced collar around the hoist hole for added strength.


Installation:• Fill all nail holes that align with wood.

ZC Blocking Supports

T Hoist Plates

Ref. No. W H D Qty Type Qty Type 100% ZC2 Z2 20 2-1/4 1-9/16 1-1/2 2 10d x 1-1/2 2 10d x 1-1/2 490

ZC4 Z4 12 1-1/2 3-9/16 1-3/8 2 10d x 1-1/2 1 10d x 1-1/2 420

ZC24 Z28 28 2-9/32 1-9/16 1-3/8 --

ZC34 Z38 28 2-9/32 2-9/16 1-5/16 --

1) Allowable load shall not be increased for other load duration factors. 2) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long. New products or updated product information are designated in blue font.

10d x 1-1/2

10d x 1-1/2 10d x 1-1/2

130

12010d x 1-1/2

CodeRef.

SteelGauge

USPStock No.

Fastener Schedule1

Header BlockingDF/SP

Allowable Download (Lbs.)2

Dimensions (in)

Ref. No. Type T10 CHC 14 10 8d common 800 130


CodeRef.

Max Load(Lbs.)

USPStock No.

SteelGauge

Fastener Schedule1

Min. Qty

1) Loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.

2) Truss/Rafter must be bearing on top plate to achieve the allowable loads under "Without Gap".

3) When installed with maximum 1-1/4" space between truss/rafter and top plate, use loads under "With 1-1/4" Gap".

4) To achieve F1 loads in both directions, clips must be installed on both sides of the truss and staggered to avoid nail interference.

5) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long.New products or updated product information are designated in blue font.

1) Allowable load shall not be increased for other load duration factors.

2) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long.


Plated Truss

D

W

H

1-1/2"

6-15/16"

5-1/2"

3"

(see footnote #4)

F1

F2

W

D

H

3-1/4"

1"

1-15/16"

3-1/2"

229

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201

8 M

iTek

Indu

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ll Ri

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erve

d

FS / FSS Truss Field Splice Kits

FSS

FS

Splice Clip

Typical FSS installation

Typical FS installation

Job site splicing of long trusses is made easier with Truss Field Splice Kits. The FS and FSS (for scissors trusses) includes a pair of plates, bolts, nuts, and a Splice Clip for top chord alignment. Allowable loads are sometimes limited by tension in the net section of the wood. Choose the bottom chord size and species that will satisfy the tension requirement. Analyze tension in the web to determine the required size.

Materials: FS & FSS – See chart, bolts, and nuts included Splice Clip – 12 gaugeFinish: FS & FSS – USP primer; Splice Clip – G90 galvanizing; Bolts – zinc platingCodes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• Position the two trusses, center one splice plate on the bottom chords

and clamp in place for a drilling template. Install the Splice Clip at the top truss plate and fasten with (18) 10d x 1-1⁄2" nails. Drill through the bottom chord using splice plate as a template. Place splice plate on each side and bolt the connection firmly.


DF SP S-P-F

Ref. No. Qty Size (in) 115% 115% 115%2 x 6 4995 4845 39102 x 8 6695 6305 52402 x 10 7195 7565 60302 x 6 9995 9690 78202 x 8 13390 12615 104802 x 10 14130 14725 121402 x 6 14120 14540 117302 x 8 14145 14740 130702 x 10 14130 14725 130752 x 6 4995 4845 39102 x 8 6695 6305 52402 x 10 8320 7565 65102 x 6 9995 9690 78202 x 8 13390 12615 104802 x 10 16640 15125 130202 x 6 14990 14540 117302 x 8 20085 18920 157202 x 10 21770 22670 195302 x 6 4995 4845 39102 x 8 6695 6305 52402 x 10 7195 7565 60302 x 6 9995 9690 78202 x 8 13390 12615 104802 x 10 14130 14725 121402 x 6 4995 4845 39102 x 8 6695 6305 52402 x 10 8320 7565 65102 x 6 9995 9690 78202 x 8 13390 12615 104802 x 10 16640 15125 13020

1) Allowable loads shall not be increased for other load duration factors. 2) Allowable loads are based on the lesser of the calculated bolt loads and the calculated wood tensile strength at the critical net section. 3) Wood tensile strengths are based on the Ft of 450 psi for S-P-F, 575 psi for DF-L, and approximately 540 psi for SP; and increased by the size factors in accordance with the NDS®. 4) Bolts shall confrom to ASTM A 307 Grade A or better.

USPStock No.

SteelGauge

TrussPlies

CodeRef.

Chord Size

12

8

3 12

130

7 2 12

8

3 2 18

12

3 1 18

7 1

2

3 1

3 3

7 1

7 2

7 3

--

--

--

--

--

FS8B

FS12B

FS8B-2

FS12B-2

FS8B-3

FS12B-3

FSS8B

FSS12B

FSS8B-2

FSS12B-2

--

--

--

--

--

Bolt Schedule

3/4 x 3

3/4 x 3

3/4 x 5

8

12

3/4 x 5

3/4 x 5

3/4 x 5

3/4 x 7

3/4 x 7

3/4 x 3

3/4 x 3

Specify Angle

Plated Truss

230

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ADTT-TZ Adjustable Deck Tension Tie

Deck & Fences

Deck collapses are often caused by failure of the connection where the deck is attached to the main structure due to little or no lateral capacity. ADTT-TZ is an Adjustable Deck Tension Tie designed to effectively transfer the out of plane lateral loads of the deck to the house structure.

• Adjustable design. MiTek WS8-EXT or 3/8-in HDG lag screws may be installed adjacent or up to 4-3/8-in below deck joist (see Figure A).

• 2-hole break-out washer (BO-W) will work with multiple screw sizes.

• Blocking extensions not required.

Materials: 14 gaugeFinish: G-185 galvanizingOptions: See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference ChartPatents: #9,809,974

Installation: • Install with MiTek's WS8-EXT wood screw or 3/8-in HDG lag screw.• Drive screw horizontally and aligned vertically with the deck joist into

the wall top plate of the main (house) structure.• Install four (4) of the specified joist fasteners into vertical legs.

(Two (2) on each side of deck joist). • Secure front brace with six (6) specified joist fasteners.• Re-tighten the WS8-EXT or 3/8-in HDG lag screw as needed to fully

engage with the ADTT-TZ. DO NOT OVERDRIVE. Note: Minimum 3-in thread penetration required for proper installation of WS8-EXT or lag screw.

• For detailed installation instructions refer to www.MiTek-US.com.

Typical ADTT-TZ full extension installation

Extended Installation

Typical ADTT-TZ flush installation

Contracted Installation

Front Brace

Vertical legs

ADTT-TZ ready for installation

Ref. No. W L D CL Qty Type3,4,5 Qty Type6,8 160% 160%Contracted 820 0.070 820Extended 850 0.117 810





1) Allowable loads are for the ADTT-TZ installed tight to the bottom of the joist (Contracted) or 4-inches from bottom of joist to ADTT-TZ bend line (Extended). 2) Deflections are derived from static, monotonic load tests of devices connected to DF wood members with specified fasteners. 3) WS8-EXT is a 1/4" dia. x 8" long hot-dip galvanized screw sold by MiTek and must be ordered seperately if not purchasing the kit. The minimum thread penetration into the top plate of the wall framing is 3-inches. 4) 3/8" HDG Lag Screw is an ASTM A307 Grade A lag screw with a thread diameter of 3/8-inch and is hot-dip galvanized to ASTM A153 standards. The minimum thread penetration into the top plate of the wall framing is 3-inches. Lag screws are available at your local hardware store and must be purchased seperately. 5) Check with your siding manufacturer for recommendations for fastening through your siding material. 6) LL915 denotes a LumberLok Screw, #9 x 1-3/8" long and must be ordered seperately if not purchasing the kit. 7) ADTT-TZKT is a kit with (4) ADTT-TZ packaged with WS8-EXT screws and LL915 LumberLok screws. 8) Nails: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long. New products or updated product information are designated in blue font.

CodeRef.Co

rros

ion

Fini

sh

21,F14,R17

USPStock No.

DF/SPAllowable

Tension (Lbs.)

S-P-FAllowable

Tension (Lbs.)

Δ (in)at 160%2

SteelGauge

Wall Joist


InstallationType1

10 LL915

10 10d x 1-1/2

10 LL915

10 10d x 1-1/215/16 3/8

13/8" HDG Lag Screw

1 WS8-EXT

ADTT-TZ DTT1Z 14 1-9/16 10-1/2

130 ADTT-TZKT7 DTT1Z-KT 14 1-9/16 10-1/2 15/16 3/8 1 WS8-EXT 10 LL915

ADTT-TZ out of box

L

Front Brace

Vertical legs

Hole for aligned BO-W and WS8-EXT or HDG lag screw installation

2-hole break-out washer

(BO-W)

W

D

CL

Washer Detail




1) Allowable loads are for the ADTT-TZ installed tight to the bottom of the joist (Contracted) or 4-inches from bottom of joist to ADTT-TZ bend line (Extended).

2) Deflections are derived from static, monotonic load tests of devices connected to DF wood members with specified fasteners.3) WS8-EXT is a 1/4" dia. x 8" long hot-dip galvanized screw sold by USP and must be ordered separately if not purchasing

the kit. The minimum thread penetration into the top plate of the wall framing is 3". 4) 3/8" HDG Lag Screw is an ASTM A307 Grade A lag screw with a thread diameter of 3/8-inch and is hot-dip galvanized

to ASTM A153 standards. The minimum thread penetration into the top plate of the wall framing is 3". Lag screws are available at your local hardware store and must be purchased separately.

5) Check with your siding manufacturer for recommendations for fastening through your siding material.

6) LL915 denotes a USP LumberLok Screw, #9 x 1-3/8" long and must be ordered separately if not purchasing the kit.

7) ADTT-TZKT is a kit with (4) ADTT-TZ packaged with USP's WS8-EXT screws and LL915 LumberLok screws.

8) Nails: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long. New products or updated product information are designated in blue font.

Ledger Deck joist

Figure A

ADTT-TZ4-3/8-in

Adjustability

Interior Framing

WS8-EXT or 3/8" HDG Lag screw

Wall Top Plate

Min 3-in

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Deck Tie Back reinforces the connection of rail posts to a deck. Also provides lateral strength of deck-to-ledger attachment by securing deck to house framing.

Materials: 14 gau geFinish: G-185 galvanizingOptions: See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Chart, IRC R507.1

Installation:• Use all specified fasteners. See Product Notes, page 18. • Install with USP’s THR 1/2" threaded rod or equivalent.• Drive WS15-EXT wood screws into joist. • Re-install threaded rod or anchor bolt. Secure with washer and nut. • Tighten anchor bolt nuts finger tight to base plus 1⁄3 to 1⁄2 additional

turns with wrench.

DTB-TZ Typical DTB-TZ deck to ledger

installation

DTB Deck Tie Back

Deck & Fences

Typical DTB-TZinstallation

Ref. No. W L D CL Qty Type Qty Type 160% 160%

DTB-TZ DTT2Z, FSC

14 1-13/16 6 2-1/4 1-1/8 1 1/2 8 WS15-EXT 1835 0.119 151030, F31,

R16

1) WS15-EXT Wood Screws are 1/4" dia. x 1-1/2" long and are included with DTB-TZ Deck Tie-Backs. 2) Deflections are derived from static, monotonic load tests of devices connected to DF wood members with specified fasteners. New products or updated product information are designated in blue font.

CodeRef.

USPStock No.

Δ (in)at 160%2

Dimensions (in)

Corr

osio

nFi

nishSteel

Gauge

FastenerSchedule1,3,4

Wall Joist

DF/SPAllowable

Tension (Lbs.)

S-P-F Allowable

Tension (Lbs.)







6"

1-13/16"

CL

2-1/4"

The CSH-TZ concealed stringer hanger provides a method of connecting a stair stringer with a hidden hanger. The seat of the hanger is adjustable to match the slope of the stair stringer.

The reversible design allows the connector to be used on the left, right, or interior stringers. The CSH-TZ may be used with USP’s SCA Stair Angles for a complete, easy-to-use stair framing solution.

Materials: 18 gaugeFinish: G-185 galvanizingOptions: See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference ChartPatents: #7,631,463

Installation:• Use all specified fasteners. See Product Notes, page 18.• Bend angle only once.

Steps:1. Attach CSH-TZ to header with tabs positioned towards the inside of the stringer member. 2. Adjust the seat of the CSH-TZ to match the slope of the stringer member. Diamond shaped holes

in the connector allow temporary installation of woodscrews to aid in installation of the CSH-TZ.3. Install 10d x 1-1/2" HDG nails into the stringer and rim/band joist.

Typical CSH-TZinstallation

CSH-TZ

CSH Concealed Stringer Hanger

Ref. No. Qty Type Type 100% 115% 125% 100% 115% 125% CSH-TZ LSCZ 18 8 10d x 1-1/2 HDG 3 2 10d x 1-1/2 HDG 890 890 890 370 725 725 725 305 31, F32, R1

1) Uplift loads are increased 60% for wind or seismic loads; no further increase shall be permitted. 2) NAILS: 10d x 1-1/2 HDG nails are 0.148" dia. x 1-1/2" long. New products or updated product information are designated in blue font.

CodeRef.

USPStock No.

SteelGauge

Rim/Band Joist


S-P-F/Hem FirAllowable Loads (Lbs.)

Corr

osio

nFi

nishUplift

160%Uplift160%

Stringer

Wide Face Qty

Narrow Face Qty

Fastener Schedule2

Adjustable 5"

5"

1-7/16"

1-1/2"

232

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SCA9-TZ


SCA Stair Angles

Deck & Fences

Stair angles simplify stair construction. There is no need to calculate and notch stair stringers. Stronger and safer than wood blocking, and the angle and fasteners are hidden from view.

Materials: 12 gaugeFinish: G-185 galvanizingOptions: See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• Use the SCA9-TZ for single 2x10 stair treads. Use the

SCA10-TZ for double 2 x 6 stair treads. • To calculate stair construction do the following:

1. Find the number of steps needed by taking the vertical drop from the deck surface to grade. Divide by 7. Round off to the nearest whole number. (Ex: Vertical drop of 39" divided by 7 equals 5.57" rounded off is 6")

2. Find the step rise by dividing the vertical drop by the number of steps (39" divided by 6 = 6.5")

3. Find the step run by measuring the depth of your tread board (Ex: (2) 2x6s have a run of 11-1⁄4")

4. Find the stairway span by multiplying the run by the number of treads minus one (Ex: 11-1⁄4" x 5 = 56-1⁄4")

• Using the above calculations, mark stair angle locations on each stringer. Attach a stair angle to the inside of each stringer at the marked locations. Attach stringers to deck rim joist and railing posts. Position treadboards on angles and fasten from below.

Ref. No. Qty Lag Screws 100% SCA9-TZ TA9Z-R 12 9 6 1/4" x 1-1/2" HDG 335 SCA10-TZ TA10Z-R 12 10 8 1/4" x 1-1/2" HDG 450

1) Loads assume rise over run of 7/11. New products or updated product information are designated in blue font.

Fastener Schedule2

15, R14,F8

CodeRef.

USPStock No.

SteelGauge

L(in) Co

rros

ion

Fini

sh

DF/SPAllowable

Download (Lbs.)1




L 1-3/8"

1-3/8"

233

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DC Deck Clip

Deck & Fences

Connects deck boards to joists without face nails or screws. Eliminates rust stains on decks, as well as splintering or wood rot caused by screw or nail “craters”. The DC50-TZ works like tongue-in-groove flooring and is easy to install. Raised dimples on the clip provide consistent spacing between deck boards.

Materials: 20 gaugeFinish: G-185 galvanizingOptions: See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• Fits 1-1/8" or thicker decking. • Fasten the first deck board onto the joists by toenailing up through the joist below

into the deck board. Be sure no sharp points protrude above the deck surface. For subsequent deck board rows, nail DC50-TZ's onto the deck board edge, positioned 2" from each joist. Slide the deck board along the joist until the DC50-TZ “lip” is under the previously laid deck board. Toenail the deck board’s exposed edge to the joist. Repeat until decking is completed. The last deck board will require toenailing up from below to secure the outside edge.

ML angles are multi-purpose angles that install easily with USP’s WS15 wood screws. The staggered fastener pattern allows for back-to-back installations.

Materials: 12 gau geFinish: G-185 galvanizingOptions: See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• USP WS15 (1/4" x 1-1/2") are not supplied with ML angles.

Typical DC50-TZ installation

Typical ML26-TZinstallation

(ML24-TZ similar)

DC50-TZ

ML26-TZ(ML24-TZ similar)

Ref. No. Qty Type DC50-TZ DBT1Z 20 1 8d x 1-1/2 HDG 120

1) Use with 1-1/8" minimum thickness decking. 2) NAILS: 8d x 1-1/2" nails are 0.131" dia. x 1-1/2" long.

USPStock No.

SteelGauge

CodeRef.Co

rros

ion

Fini

sh

Fastener

Schedule1,2

ML Angles

F1 H

WW

Ref. No. W H Type 100% 115% 125% 160% 100% 115% 125% 160% ML24-TZ ML24Z 12 2 4 3 3 WS15 615 615 615 615 520 520 520 520 ML26-TZ ML26Z 12 2 6 4 4 WS15 920 1060 1060 1060 755 865 890 890

1) Allowable loads have been increased 60% for wind and seismic loads; no further increase shall be permitted. 2) USP's WS15 Wood Screws are 1/4" diameter x 1-1/2" long and are not included with angles. 3) For exterior applications use WS15-EXT screws with exterior coat finish. New products or updated product information are designated in blue font.

14,F7, R9

USPStock No.

SteelGauge

F1 F1

Corr

osio

n Fi

nish

DF/SP


S-P-F

Allowable Loads (Lbs.)1Dimensions

(in)

CodeRef.

HeaderQty

JoistQty

Fastener

Schedule2,3







234

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PRT Pipe Rail Ties

Deck & Fences

Typical PRT2H-TZinstallation

PRT15-TZ & PRT2-TZ similar

Typical PRTIC2-TZinstallation

PRTIC2-TZ

PRT2-TZ

PRT2H-TZ

PRT15-TZ – is for 1-5/8" vertical pipe posts (1-7/8" outside pipe diameter). Can be field bent 90° for outside corner installations.

PRT2-TZ / PRT2H-TZ – is for 2” vertical pipe posts (2-3/8" outside pipe diameter). Can be field bent 90° for outside corner installations.

PRTIC2-TZ – is for inside corner installations. For 2" vertical pipe posts (2-3/8" outside pipe diameter).

Materials: See chartFinish: G-185 galvanizingOptions: See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Chart

Installation:• Use all specified fasteners. See Product Notes, page 18.• PRT15-TZ, PRT2H-TZ and PRTIC2-TZ - 1/4" Self Tapping

Bolts are supplied with PRT models.• Install self tapping bolts with 3/8" socket in predrilled holes.• PRT2-TZ fastens with (1) 1/4" carriage bolt and nut

(included) for tightening PRT2-TZ to pipe and (4) 1/4" lag bolts for attaching tie to rail.

• Install 3 to 4 PRT's per pipe.• PRT15-TZ, PRT2-TZ and PRT2H-TZ may be bent

once to fit corner and angled conditions.

Ref. No. L H Qty Type Qty Type PRT15-TZ PGT1.5Z-R 12 6-7/16 1-1/2 1 1/4-in Self Tapping Bolt 4 1/4-in HDG Lag Bolt PRT2-TZ PGT2E 16 4-11/16 2 1 1/4-in HDG Carriage Bolt 4 1/4-in HDG Lag Bolt

PRT2H-TZ PGT2Z-R, PGT2A

12 6-3/8 1-1/2 1 1/4-in Self Tapping Bolt 4 1/4-in HDG Lag Bolt

PRTIC2-TZ PGTIC2Z-R 12 4-3/16 2-1/2 2 1/4-in Self Tapping Bolt 4 1/4-in HDG Lag Bolt

1) WS15 wood screws can be substituted for specified lag bolts. 2) Install self tapping bolts (included) with 3/8-in socket in predrilled holes. 3) Install 3 to 4 PRT's per pipe. 4) PRT15, PRT2 and PRT2H Pipe Rail Ties may be bent once to fit corner and angled conditions.

120

CodeRef.

USPStock No.

SteelGauge

Pipe Rail


Corr

osio

nFi

nish

2-3/8"

4-3/16"

2-1/2"

2"

1-9/16"

2-3/8"

4-11/16"

1-1/2"

2-1/2"

2-3/8"

6-3/8"

PRT15-TZ




1-1/2"

2-9/16"

1-7/8"

6-7/16"Field bentapplication

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ERB / FB / FRB Fence Brackets

Deck & Fences

ERB24 – Designed to mount prefabricated fence sections and works with 2x4 horizontal section rails.

FB26 – Secures 2x6 rails to wood posts.

FRB24 – Secures continuous 2x4 rails to wood posts. Pre-punched holes allow installers to splice 2x4 rail ends within the bracket.




Rail Size Ref. No W H Qty Type Qty Type 100% 115% 100% 115% 1 x 4 FB14-TZ -- 20 3/4 3-1/2 3 14 ga. x 3/4 HDG 2 8d x 1-1/2 HDG -- -- -- -- 2 x 3 FB23-TZ -- 20 1-9/16 2-3/8 3 8d x 1-1/2 HDG 4 8d x 1-1/2 HDG -- -- -- --

ERB24-TZ -- 18 1-1/2 3-9/16 4 8d HDG 3 8d HDG -- -- -- --

FB24-TZ FB24Z, FBR24, FBR24Z

20 1-9/16 3-3/8 2 8d HDG 2 8d HDG -- -- -- --

FRB24-TZ -- 18 1-9/16 3-9/16 2 10d x 1-1/2 HDG 4 10d HDG -- -- -- --4 10d x 1-1/2 HDG 4 10d x 1-1/2 HDG 330 330 350 4004 LL915 4 LL915 315 360 315 360

1) Allowable loads have been increased 15% for short duration loading. No further increase is permitted. 2) NAILS: 8d x 1-1/2" nails are 0.131" dia. x 1-1/2" long, 8d nails are 0.131" dia. x 2-1/2" long, 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, LL915 denotes a LumberLok screw #9 x 1-3/8" long.

2 x 6

DF/SP

Allowable Loads (Lbs)1

FB26-TZ FB26

Corr

osio

nFi

nish

18

CodeRef.

2 x 4 120

Rail Post

1-9/16 5

USPStock No.

SteelGauge


Download F1

FB24-TZ

FB26-TZ

FB14-TZ

Typical FB24-TZ installation

Typical FB26-TZinstallation

FB23-TZ

ERB24-TZ

FRB24-TZ

Typical ERB24-TZinstallation

Typical FRB24-TZinstallation

W

H




H

WH

3/4"

W

1-3/16"

1-9/16"

H

W

F1

Download

236

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PCP Plastic Post Caps

Deck & Fences

SMP

PCP66

BD

SFP30

Typical PCP44installation

Typical BDinstallation

Typical SMPinstallation

Typical SFP30installation

These seamless caps keep water off post tops, protecting wood from moisture damage. The PCP’s plastic construction is corrosion-proof and paintable. Not available in rough or full lumber sizes.

Materials: Hi-impact plasticFinish: GrayCodes: See page 10 for Code Reference Chart

Installation:• Fasten cap to post top with (1) 8d HDG or 10d HDG nail.

SFP / SMP Fence Post Connectors

BD Bolt Down

Take the work out of fence post installation and repair with the Speedpost, SFP30, and Speedmender, SMP. The Speedpost is used to install 4 x 4 fence posts without digging post holes or pouring concrete. The Speedmender plates act as reinforcement brackets for rotted or damaged 4 x 4 fence posts.

SFP30 – For 6' nominally-sized 4 x 4 fence posts.

SMP – For nominally-sized 4 x 4 posts.

Materials: 13 gaugeFinish: PaintPatent: #7,152,841Codes: See page 10 for Code Reference Chart

Installation:• Step-by-step installation instructions are labeled onto each product.

Anchors 4 x 4 post to wood or concrete surfaces.

Materials: 13 gaugeFinish: PaintPatents: #7,152,841Codes: See page 10 for Code Reference Chart


Ref. No. W Color 4 x 4 PCP44 DPPC4BK 3-5/8 Gray 6 x 6 PCP66 DPPC6BK 5-5/8 Gray

1) Not available in rough or full lumber sizes.

Post /Column

Size1USP

Stock No.CodeRef.

120

Dimension(in)

Ref. No. Qty Type4 x 4 SFP30 FPBS44 13 3 1/4-in HDG Lag Bolt4 x 4 SMP1 FPBM44 13 20 10d HDG

1) Fastener schedule is per pair of SMP's. 2) NAILS: 10d nails are 0.148" dia. x 3" long.

PostSize

USPStock No.

CodeRef.

120

SteelGauge

Fastener Schedule2

Post Size Ref. No. Qty Type (in)4 x 4 BD FPBB44 13 3 1/4 x 1-1/2 HDG Lag Bolt 120

USPStock No.

SteelGauge

Fastener Schedule CodeRef.

WW

30"

28-1/16"

5-5/8"

3-5/8"

5-5/8"

3-5/8"

237

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PC / RC Plywood Clips

General Hardware

Steel plywood clips. All models feature embossed dimples to provide 1/8" gap.

Materials: See chart Finish: G90 galvanizingCodes: See page 10 for Code Reference Chart

Ref. No.24 RC38-250 PSCL3/8 18 24 20 3/8 124 PC716 PSCL7/16 20 24 24 7/16 1

32 PC1532 PSCL15/32, PSCA15/32

20 32 28 15/32 1

32 PC12 PSCL1/2 20 32 28 1/2 140 PC1932 PSCL19/32 20 40 32 19/32 240 PC58 PSCL5/8 20 40 32 5/8 248 PC34 PSCL3/4 20 48 36 3/4 2

1) Based on code specified allowable spans for panel sheathing continuous over two or more spans with plywood strength axis perpendicular to supports. 2) Applicable to roof sheathing. 3) Applies to panels 24" or wider. 4) Uniform load deflection limitations 1/180 of span under live load plus dead load or 1/240 under live load only.

120

PlywoodThickness

(in)

PC'sPer

Span

Maximum Span1

Span

Rating1USP

Stock No.Steel

GaugeCodeRef.

WithoutPC

With PC

Typical PC installation

Typical DC1 installation

Typical IS installation

PC

DC1

RC

Drywall clips or “stops” help support drywall or wood paneling and reduce wood blocking on top plates, end walls, and corners.


Installation:• Use 8d nails to install DC1, 16" on-center or less.

Insulation supports secure batt-type insulation in place between joists. Chisel-cut ends dig into joists for permanent holding. Easy to install in hard-to-reach crawl spaces.

Materials: 13 gauge carbon steel wireFinish: NoneCodes: See page 10 for Code Reference Chart

Installation:• Use IS16 for joist spaced 16" O.C. and IS24 for 24" O.C. spacing.• Position insulation batt in place between joists. Hold IS unit

at the center and push into place.• Wear gloves and safety glasses during installation.

DC Drywall Clip

IS Insulation Supports

Ref. No. Qty Type DC1 DS 20 1 8d 120


USPStock No.

SteelGauge

Fastener Schedule1CodeRef.

Dimensions (in)

Ref. No. Overall Length IS16 IS16-R100 13 16" O. C. 15-1/2" IS24 IS24-R100 13 24" O. C. 23-1/2"

USPStock No.

SteelGauge

120

CodeRef.

Joist Spacing

1) Based on code specified allowable spans for panel sheathing continuous over two or more spans with plywood strength axis perpendicular to supports.

2) Applicable to roof sheathing.3) Applies to panels 24" or wider.4) Uniform load deflection limitations 1/180 of span

under live load plus dead load or 1/240 under live load only.

3/4"

1-1/8"1-1/2"

Simply push into place

Provides 1/8" gap

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TT D.I.Y. Products

General Hardware

Connectors for homeowner / D.I.Y. Projects.

TTA12-TZ - an angle connects two 1x wood members at 90º angles.

TTA2-TZ - an angle connects two 2x wood members at 90º angles.

TTB22-TZ - a bracket connects two intersecting 2x wood members at 90º angles.

TTC24-TZ - a corner tie connects 2x wood members at 90º to the corner of a 2x4 post. Mirror design allows for post to be oriented in either direction.

TTC42-TZ - a corner tie connects 2x wood members at 90º to the corner of a 4x4 post.

TTF22-TZ - a bracket connects 2x wood members to opposite sides of a 2x4 or 4x4 post.

TTR-TZ - a clip connects a 2x wood member to the face of another wood member.

TTU2-TZ - a U-clip connects 2x wood members crossing at 90º.


Installation:• Use all specified fasteners. See Product Notes, page 18.• USP LumberLok LL915 (#9 x 1-3/8" long) wood screws are not supplied

with connectors.

TTB22-TZ

TTR-TZ

TTF22-TZ

Typical TTB22-TZinstallation

Typical TTR-TZinstallation

Typical TTF22-TZinstallation

TTA12-TZ(TTA2-TZ Similar)

TTC24-TZ(TTC42-TZ Similar)

TTU2-TZ

Typical TTA12-TZinstallation

Typical TTC24-TZinstallation

Typical TTU2-TZinstallation

Uplift

Download

Uplift

DownloadF1

F2

Uplift

Download

Uplift

Download

F2 F1

F2

F1

Ref. No. Qty Type Qty Type TTA12-TZ RTA12 18 1x 1x 4 LL915 4 LL915 -- 205 190 205 TTA2-TZ RTA2Z 16 2x 2x 4 LL915 4 LL915 -- 185 255 185 TTU2-TZ RTU2 18 2x 2x 2 LL915 4 LL915 -- -- 210 210 TTR-TZ RTR 20 2x 2x 2 LL915 4 LL915 210 210 210 155 TTB22-TZ RTB22 20 2x 2x 4 LL915 4 LL915 360 360 360 250 TTF22-TZ RTF2Z 18 2 x 4 2x 4 LL915 8 LL915 420 265 -- -- TTC24-TZ RTC24Z 18 2 x 4 2x 9 LL915 8 LL915 475 415 -- --

TTC42-TZ RTC42, RTC42Z

18 4 x 4 2x 14 LL915 8 LL915 735 420 -- --

1) LL915 denotes a USP LumberLok Screw, #9 x 1-3/8" long.2) TTF22-TZ: Allowable loads must be equally distributed on both joists.3) TTC24-TZ and TTC42-TZ: Allowable loads listed in this table are for each joist being carried by the post.

USPStock No.

Fastener Schedule1

SteelGauge

CodeRef.

Post Size

JoistSize

Joist (Total)

130

Post

Corr

osio

nFi

nish

DF/SP


Uplift100%

F1100%

F2100%

Download100%




F2F1Uplift

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ICPL / KNS / PL Protection Plates

Easy-to-install plates protect plumbing and power/communication wiring from nail or screw penetration.

ICPL58 – Installs with nails.

KNS1 / PL4 – Prongs allow for quick installation.

Materials: 16 gaugeFinish: ICPL516-TZ – G-185 galvanizing; All others – G90 galvanizingOptions: See chart for Corrosion Finish OptionsCodes: See page 10 for Code Reference Chart


page 18.• 16 gauge steel conforms to protection shield

plate requirements of the National Electrical Code and International Plumbing Code.

ICPL58

STS

PL4

Typical ICPL58installation

Typical STS1installation

KNS1

ICPL516-TZTypical ICPL516-TZinstallation

Ref. No. W H Qty Type F1 160% F1 160% ICPL58 -- 1/16 8-1/16 5 4 8d or prongs -- -- -- PL4 NS2 1/16 2 5 -- prongs -- -- -- KNS1 NS1 1/16 1-1/2 3 -- prongs -- -- --

12 16d HDG + prongs Sill Plate 1355 116016 16d HDG + prongs Double Top Plate 1805 1550

1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted. 2) NAILS: 8d nails are 0.131" dia. x 2-1/2" long, 16d nails are 0.162" dia. x 3-1/2" long.

USPStock No.

SteelThickness

InstallationType

ICPL516-TZ PSPN516Z 1/16 16-1/4


5

CodeRef.

DF/SPAllowable

Loads (Lbs.)1

S-P-FAllowable

Loads (Lbs.)1

100

Corr

osio

nFi

nish




Typical KNS1 & PL4installation

Stud shoes reinforce joists, plates, studs, or rafters which have been drilled or notched during construction.


Installation:• Use all specified fasteners. See Product Notes, page 18.• STS units are not structurally rated and should not be used

as a total member replacement in structural applications.• For use with 2" O.D. pipe.

STS Stud Shoes

Dimensions (in)

Ref. No. Description W Qty Type STS1 SS1.5 16 Single Stud 1-9/16 10 10d x 1-1/2 STS2 SS3 16 Double Stud 3-1/16 12 10d STS3 SS4.5 16 Triple Stud 4-9/16 14 10d

1) Maximum hole size = 2". 2) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long.

120

USPStock No.

SteelGauge

Fastener Schedule1,2CodeRef.

W

H

W

H

5"

2-1/2"

2-5/8"

W

General Hardware

WH

W

H

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O / N Bridging

O

Typical O installation

Typical N installation

O – The O series spans three joists in under/over installation. Prong teeth in the center help reduce nailing.

N – The N series spans two joists per unit. Can be used for bridging or bracing I-Joists. See chart.


Installation:• Use specified fasteners in models with fastener requirements.• For all models – Bridging should be installed on floor joists with a nominal depth-to-thickness ratio of 5 to 6 or more (2012 National Design Specification for Wood Construction; Section 4.4.1). Bridging units should be installed in pairs at intervals of 8' or less. Bridging pairs should form an “X” between joists; leave a slight space between the units to avoid noise-generating contact. Follow specific installation instructions below for particular models.• Install prior to subfloor sheathing. Use (2) 8d (0.131") x 1-1⁄2" nails at each end. Fully

seat nails to avoid any movement against the bridging and subsequent floor noise.

Joist Installations

Ref. No. W L Qty Type N16 LTB20, TB20 22 3/4 19-3/4 4 8d x 1-1/2 16 O40 LTB40 22 3/4 39-3/4 4 8d x 1-1/2 16 N27 TB27 20 3/4 26-13/16 4 8d x 1-1/2 -- N30 TB30 20 3/4 29-13/16 4 8d x 1-1/2 -- N36 TB36 20 3/4 35-13/16 4 8d x 1-1/2 -- N42 TB42 20 3/4 42 4 8d x 1-1/2 -- N48 TB48 20 3/4 48 4 8d x 1-1/2 -- N54 TB54 20 3/4 54 4 8d x 1-1/2 -- N56 TB56 20 1 56 4 8d x 1-1/2 -- N60 TB60 20 1 60 4 8d x 1-1/2 -- O16 -- 18 1 44 4 8d x 1-1/2 16 120

1) For joist spacing, refer to the Joist Installation chart. 2) Joist spacing is based on a 1-1/2" joist. Consult USP regarding wider joist applications. 3) NAILS: 8d x 1-1/2" nails are 0.131" dia. x 1-1/2" long.

15,R14,F8

JoistSpacing O.C. (in)

Dimensions (in)

USPStock No.

SteelGauge

Fastener Schedule1

CodeRef.

12 16 19.2 24 30 32 36 42 48

7-1/4 --N16/O16

/O40-- -- -- -- -- -- --

9-1/4 N16N16/O16

/O40N27 N27/N30 N36 N36/N42 N42 N48 N54/N56

9-1/2 N16 N16 N27 N27/N30 N36 N36/N42 N42 N48 N54/N5610 N16 N16 N27 N27/N30 N36 N36/N42 N42 N48 N54/N56

11-1/4 N16 N16 N27 N30 N36 N36/N42 N42 N48 N54/N5611-7/8 N16 N27 N27 N30 N36 N36/N42 N42 N48 N54/N56

12 N16 N27 N27 N30 N36 N36/N42 N42 N48 N54/N5614 N16 N27 N27/N30 N30 N36/N42 N36/N42 N42 N48 N54/N5616 N27 N27 N27/N30 N30 N36/N42 N42 N42/N48 N48/N54 N54/N5618 N27 N27/N30 N30 N36 N36/N42 N42 N42/N48 N48/N54 N54/N5620 N27/N30 N27/N30 N30 N36 N42 N42 N42/N48 N48/N54 N54/N56/N6022 N27/N30 N30 N36 N36/N42 N42 N42/N48 N48 N54/N56 N54/N56/N6024 N30 N36 N36 N36/N42 N42 N42/N48 N48 N54/N56 N56/N6026 N30/N36 N36 N36/N42 N42 N42/N48 N48 N48/N54 N54/N56 N56/N6028 N36 N36/N42 N36/N42 N42 N42/N48 N48 N48/N54 N54/N56 N6030 N36/N42 N36/N42 N42 N42/N48 N48 N48 N48/N54/N56 N54/N56/N60 N6032 N36/N42 N42 N42 N42/N48 N48 N48/N54 N54/N56 N54/N56/N60 N60

All models require (2) 8d (0.131") x 1-1/2 nails at each end. 1) Based on 1-1/2" joist. Consult USP for suitable product for wider joists.

Sized for Joist-to-Joist X Bridging

Joist Spacing (in)1I-Beam

Height (in)

General Hardware

L

W

N

L

W

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MB / MBG Bridging

MBG – Grip tooth bridging. Features special teeth which grip joists and provide easy single-nail installation. Can be installed after subfloor is in place.

MB16 – Snap-on, no-nail bridging can be placed in existing floor systems where joist movement is suspected. Two-piece construction creates a solid diagonal brace against joist movement.


Installation:• Use specified fasteners in models with fastener requirements.• For all models – Bridging should be installed on floor joists with a

nominal depth-to-thickness ratio of 5 to 6 or more (2012 National Design Specification for Wood Construction; Section 4.4.1). Bridging units should be installed in pairs at intervals of 8'or less. Bridging pairs should form an “X” between joists; leave a slight space between the units to avoid noise-generating contact. Follow specific installation instructions below for particular models.

• MBG – May be installed before or after sheathing. Position the unbent end of the bridging unit near the top of the joist and drive prongs into wood with a hammer blow to the heel of the bent end. Wedge bent end near the lower edge of the opposite joist, set teeth into wood with hammer blow. Nail holes are provided at the bent end if prongs are damaged during installation. Fully seat nails to avoid any movement against the bridging and subsequent floor noise.

• MB16 – Two-piece unit is shipped as one piece. Bend unit in center up and down to break into two pieces. Slide narrower piece inside wider piece, setting the end tab into slot appropriate for joist spacing. Setting one prong end near the top of one joist and the opposite prong end near the bottom of the opposite joist, pull down on the center of the bridging until the wider piece snaps into place over the narrow piece and creates a rigid, one-piece bridging unit. Wear gloves during installation.

Typical MB16installation

MB16

MBG

Step 1 Step 2

Joist Size Ref. No. W L Qty Type 2 x 8 12 MBG812 NCA2X8-12 22 15/16 11-3/4 1 8d x 1-1/2 2 x 10 12 MBG1012 NCA2X10-12 22 15/16 12-3/4 1 8d x 1-1/2 2 x 12 12 MBG1212 NCA2X12-12 22 15/16 14 1 8d x 1-1/2 2 x 14 12 MBG1412 -- 22 15/16 16 1 8d x 1-1/2 2 x 16 12 MBG1612 -- 22 15/16 17 1 8d x 1-1/2 2 x 8-10-12 16 MB16 -- 22 11/16 -- -- -- 2 x 8 16 MBG816 NCA2X8-16 22 15/16 15-9/16 1 8d x 1-1/2 2 x 10 16 MBG1016 NCA2X10-16 22 15/16 16-5/16 1 8d x 1-1/2 2 x 12 16 MBG1216 NCA2X12-16 22 15/16 17-1/4 1 8d x 1-1/2 2 x 14 16 MBG1416 -- 22 15/16 18-7/16 1 8d x 1-1/2 2 x 16 16 MBG1616 -- 22 15/16 19-5/8 1 8d x 1-1/2 2 x 8 24 MBG824 -- 22 1-5/16 23-1/2 1 8d x 1-1/2 2 x 10 24 MBG1024 -- 22 1-5/16 24 1 8d x 1-1/2 2 x 12 24 MBG1224 -- 22 1-5/16 24-3/4 1 8d x 1-1/2 2 x 14 24 MBG1424 -- 22 1-5/16 25-5/8 1 8d x 1-1/2 2 x 16 24 MBG1624 -- 22 15/16 26-5/8 1 8d x 1-1/2

1) Joist spacing is based on a 1-1/2-in joist, consult USP regarding wider joist applications. 2) NAILS: 8d x 1-1/2" nails are 0.131" dia. x 1-1/2" long.

15, R14,F8

JoistSpacing

O.C. (in)1

Dimensions (in)

USPStock No.

SteelGauge

CodeRef.

Fastener Schedule2

Typical MBG installation

General Hardware

W

L

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RWB / WB / WBC / WBT Wall Bracing

RWB – Flat bracing conveniently packaged in a handy roll out dispenser. Perfect for unexpected job site shortages. The 35-pound dispenser pack fits easily into a truck bed for transport. Pre-embossed snap-off points can be broken off by hand (wear gloves for safety).

WB – A flat style bracing engineered to easily nail to studs. No cutting or fitting needed.

WBC – L-shaped design for additional strength and rigidity.

WBT – Rolled edges and T-style design gives the WBT strength, rigidity, and eliminates sharp, sheared edges.


Installation:• Use all specified fasteners. See Product Notes, page 18.• Bracing is a framing aid, not a substitute for structural shear wall

components.• RWB / WB – Use with 16" or 24" o.c. studs. Install in pairs

forming an “X” or opposing “V” at each end of a maximum 25-foot long wall panel.

Steps: Square the panel. Straighten any kinks in bracing caused by handling. Lay bracing on the panel flush to the top of top plate and flush to the bottom of the bottom plate. Secure bracing to the top plate and bottom plate using 16d nails (WB) or 8d nails (RWB). Position second bracing at an angle opposite to the first brace to form an “X” and secure to top and bottom plate as with the first bracing. Using 8d nails, secure bracing to all intersecting studs.

• WBC / WBT – Use with 16" o.c. studs. Install one brace at each end of wall section, not exceeding 25 feet, in an opposing “V” pattern. Use the web portion of a length of bracing as a straight edge to mark studs. Cut a saw kerf 5⁄8" deep (1" deep for WBC). Insert the bracing web into the saw kerf, and drive one nail into the top plate. Raise the wall section into place and plumb. Finish fastening according to the nail schedule.

RWB pre-embossedsnap-off points

Typical RWB/WBinstallation

Typical WBC/WBTinstallation

WB

WBT

WBC

Ref. No. W1 W2 L Qty Type Qty Type RWB96 WB106C 16 1-1/4 -- 9' 6" 15 8' 60° 4 8d 1 8d RWB114 WB126C 16 1-1/4 -- 11' 4-3/8" 12 8' 45° 4 8d 1 8d RWB143 WB143C 16 1-1/4 -- 14' 3" 10 10' 45° 4 8d 1 8d WBC10 RCWB10 18 7/8 1 9' 5-3/4" -- 8' 60° 2 16d 1 8d WBC12 RCWB12 18 7/8 1 11' 4-3/8" -- 8' 45° 2 16d 1 8d WBT10 TWB10 22 1-3/8 -- 9' 3" -- 8' 60° 4 8d 1 8d WBT12 TWB12 22 1-3/8 -- 11' 4" -- 8' 45° 2 8d 1 8d

WBT14 RCWB14, TWB14

22 1-3/8 -- 14' 2" -- 10' 45° 2 8d 1 8d

WB106 WB106 16 1-1/4 -- 9' 5-1/2" -- 8' 60° 3 16d 1 8d WB126 WB126 16 1-1/4 -- 11' 4-1/4" -- 8' 45° 3 16d 1 8d

1) These products substitute for code prescribed 1 x 4 let-in bracing. 2) NAILS: 8d nails are 0.131" dia. x 2-1/2" long, 16d nails are 0.162" dia. x 3-1/2" long.

15, R14, F8

USP

Stock No.1Steel

GaugePieces

Per RollCodeRef.

WallHeight

(ft)


Each Plate Each StudInstallAngle

General Hardware

L

W1

L

W1

9/16"

W2W1

L

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SB Shelf Brackets

This shelf bracket combines shelving capabilities and closet rod support in a one-piece design.

Materials: 13 gaugeFinish: Zinc PlatedCodes: See page 10 for Code Reference Chart

Typical SB12 installation

Typical KSCT68 installation

SB12

KSCT68

Ref. No. Qty Type SB12 SBV 13 8 10d 120


USPStock No.

SteelGauge

CodeRef.

Fastener Schedule1

The Corner Tie secures three-way wood-to-wood connections. Handy for building workbenches, utility tables, or shelving using 2x4 lumber.


Installation:• Use (12) #10 panhead screws to fasten the KSCT68

to wood framing.

KSCT Corner Tie

Ref. No. Qty Screws KSCT68 -- 14 12 #10 panhead 120

USPStock No.

SteelGauge

CodeRef.

Fastener Schedule

General Hardware

11"

11"

12"

6"

8"

2"

Typical WT22 installation

WT22

WT Wall Tie


Installation:• Use nails appropriate for intended use. See Product

Notes, page 18.• The opposite end must be bonded in the mortar joint

of brick facade.• Check local codes for spacing requirements.• Wall tie shall be bent at nail, bonding into mortar joint.

Ref. No. Description W L Qty Type WT22 BTB Straight Edge - Duplex 22 7/8 6-1/2 1 10d 120


CodeRef.

USPStock No.

SteelGauge Co

rros

ion

Fini

sh

Fastener

Schedule1Dimensions (in)Corrosion Finish Stainless Steel Gold Coat HDG Triple Zinc



1" space between brick and sheathing

L

W

244

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NP Nail Plates

TPP – Prong plates with straight prongs.

JNP – Prong plates with angled, hammer-in prongs.


Installation:• These products are not intended for structural use.

No load ratings are assigned. These plates are not intended for use in truss assembly.

Typical mending plate installation

Typical nail plate installation

Typical NP312prescriptive top plate splice

installation

JNP

TPP

NP

The NP Nail Plates are an ideal economical solution for attaching wooden members together in a non-structural connection. Also may be used as a prescriptive top plate splice per the 2015 International Residential Code (IRC). They are pre-punched for 8d common nails.

Materials: 20 gaugeFinish: G90 galvanizingCodes: See page 10 for Code Reference Chart, IRC R602.3.2

Installation:• Use nails appropriate for intended use. Holes are sized for 8d

common or 8d x 1-1⁄2" nails.• The designer shall determine appropriate load values.

JNP / TPP Mending Plates

Dimensions (in)

Ref. No. W L NP15 TP15 20 1-13/16 5 12 NP35 TP35 20 3-1/8 5 22 NP37 TP37 20 3-1/8 7 31 NP39 TP39 20 3-1/8 9 40 NP311 TP311 20 3-1/8 11 49 NP312 -- 20 3-1/8 12 54 NP315 -- 20 3-1/8 15 67 NP45 TP45 20 4-1/8 5 30 NP47 TP47 20 4-1/8 7 42 NP49 TP49 20 4-1/8 9 54 NP411 TP411 20 4-1/8 11 66 NP57 TP57 20 5-3/4 7 59


USPStock No.

SteelGauge

Number ofNail Holes

120

CodeRef.

Ref. No. W L JNP24 -- 18 1-1/2 4 JNP26 -- 18 1-1/2 6 JNP46 -- 18 3-3/16 6 JNP48 -- 18 3-3/16 8 TPP14 MP14 22 13/16 3-1/2 TPP24 MP24 22 1-11/16 3-1/2 TPP36 MP36 22 2-3/4 5-1/4 TPP58 -- 22 4-3/16 7-13/16

120

Dimensions (in)USPStock No.

SteelGauge

CodeRef.

General Hardware

W

L

W

L

W

L

Single top plate butt joint

NP312

Wall framing

245

Specialty OptionsCo

pyrig

ht ©

201

8 M

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Indu

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s, In

c. A

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Res

erve

d

The information listed only applies to hangers manufactured by MiTek® and installed according to the instructions listed in this catalog. Some of the options listed may not have been evaluated on a single hanger. The designer must always evaluate each connection, including the joist and header capacities, before specifying a specialty connector. USP sloped hangers are manufactured with the plumb cut of the joist already calculated. If a hanger with a different height is needed, it must be specified at the time of ordering.

Materials: Steel gauge may vary from that specified depending on the specialty option and manufacturing process used. Some formed hangers may be welded when modifying the hanger. Hanger configurations, fastener schedules, and height may vary from the tables depending on the joist size, skew, and slope.

Finish: See specific hanger option tables. Welded hangers are painted with USP gray primer. Non-catalog hangers available in Hot-dip galvanized, use HDG after product number.

Allowable Loads: For multiple options for the same connector, use the most conservative reduction to give the lowest design load.

Installation:• Fill all nail holes with fasteners specified in

the tables.• Fastener quantities may increase from the

amount listed in the tables depending on hanger option.

• NA16D-RS and NA20D nails are supplied with hangers.

• For type A skewed hangers, the end of joist must be bevel cut; for type B skewed hangers, the end of joist must be square cut.

Codes: Modified hangers are not code evaluated due to their numerous variations.

USP Series Width S

kew

ed (M

axim

um)

Slo

ped

Seat

(Max

imum

)

Slo

ped

/ Ske

wed

Slop

ed T

op F

lang

e (M

axim

u

Top

Fla

nge

Offs

et

Sad

dle

Hang

er

Rid

ge H

ange

r (M

axim

um)

Inve

rted

Fla

nge

Upl

ift

Wel

dabi

lity

USP

Serie

s Ca

talo

g Pa

ge R

efer

ence

BPH all 50º 45º • 45º • • 163, 166-173 FWH all 45º • • 132-133

GHF all 50º 45º ••

width > 4-1/2"• 177-178

HBPH all 50º 45º • 45º • • 163, 168-173

1-3/4" or less 67-1/2º> 1-3/4" 50º

1-3/4" or less 67-1/2º> 1-3/4" 50º

HDQIF all •111, 114-122, 156, 160-161

HGU all 45º• one flange

width > 5-1/4"• 176

HGUM • one flange 144 HJC all 60º • 215

HLBH all 50º 45º • 45º • • 45º •164, 167, 168,

171-173

HUS all•

width > 2-1/4"•

110, 112-115, 119-120, 156,

160, 203 HWUH all 45º 45º • • • • 145-146 KB all • • 128, 131 KEG all 45º 45º • 179 KGB all • • 180 KGH all 45º • 49 KGLS all 50º 45º • 30º • • • • 184 KGLST all • • • 184 KGLT all 50º 45º • 45º • • • • 181 KHGB all • • 180 KHGLS all 50º 45º 30º • • • • 184 KHGLST all • • • 184 KHGLT all 50º 45º • 45º • • • • 181 KHHB all • • 180 KHW all 84º 45º • 35º • • 45º • 129, 131-132 KLB all • 128, 130 KLEG all 45º 45º • • 179 KMEG all 45º 45º • • 179

LGU all 45º• one flange

width > 3-5/8"• 176

LSSH all 45º 45º • • 136-137, 175

MGU all 45º• one flange

width > 5-1/4"• 176

MPH1 all 60º 45º • • 147-148 MSHA all 75° • 212-213 MSHL/R all 45º • 210 NFM all 45º • 149-150 PHM all 84º 45º • 35º • • 45º • 165-173

PHXU1 all 60º 45º • 35º • • • • 165-173 SKH all 45º • 137-139 SKHH all 45º • 137-138

1-3/4" or less 67-1/2º> 1-3/4" 50º

SW1 all 84º 45º • 35º • • 45º • 129-131

SWH1 all 84º 45º • 35º • • 45º • 129-131

THDH all 45º 45º • •157, 160-161,

205-206

1-3/4" or less 67-1/2º> 1-3/4" 50º

1) Skews greater than 45° will have square cut joist with back plate. Refer to Typical PHXU hanger skewed, left shown, squre cut illustration on page 247. 2) HD hanger widths less than 2-1/4" may have flanges inverted as a Custom, contact USP. New products or updated product information are designated in blue font.

155, 158-159•

width > 2-1/4"

111-123, 156, 159-161

128, 130-131

109, 112-121, 123

157, 160-161, 204

THF

45º 45º •

45º •

THD all• one flangewidth > 3"

•

•

• •

45º

45º

SUH 45º

HD1,2

HDO

•width > 2-1/4"

••

•width > 3-1/8"

••

SPECIALTY OPTIONS & GENERAL NOTESSpecialty Options

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FACE MOUNT HANGER SPECIALTY DETAILSSpecialty Options

See the Specialty Options Chart for each hanger series for load reductions and hanger maximum range of skew, slope, etc.

Skewed Hanger:• Consider SKH or SKHH hangers for 45° skews.• Joist nails on the closed side may be relocated to

the open side to ensure proper nailing.• Specify skew angle, type (square cut or bevel cut),

and direction when ordering.

Sloped Seat Hanger:• Consider LSSH series for sloped applications.• Additional nail holes may be added to joist flanges.• Specify slope angle and direction when ordering.

Sloped/Skewed Hanger:• See nailing notes for both skewed and sloped hangers.• Specify skew and slope angles as well as skew/slope

directions and skew type (square cut or bevel cut) when ordering.

Inverted Flange Hanger:• When nailing into the carrying member’s end grain,

the allowable load is 0.65 of the table load.• Hangers with one flange inverted achieve 100%

of listed table load.• Specify right or left flange when inverting only

one flange.

Typical SUH hanger skewed, right shown(bevel cut)

Typical HD hanger sloped seat,down shown

Typical GHF hanger one flange inverted,

left shown

Typical SUH formed hanger skewed,

right shown(square cut)

Typical HD hanger inverted flange

Open side

Specify angle

Closed side

Specify angle

Specify angle

Plumb height

Joist height

2-1/8"

Typical HD hanger sloped down,

skewed left shown

Slope angle Skew

angle

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OPEN TOP FLANGE HANGER SPECIALTY DETAILS

See Specialty Options Chart for each hanger series for load reductions and hanger maximum range of skew, slope, etc.

Skewed Hanger:• Joist nails may be located on obtuse side to ensure

proper nailing.• Specify skew angle, type (square cut or bevel cut), and

direction when ordering.

Sloped Seat Hanger:• Additional nail holes may be added to joist flanges.• Specify slope angle, direction, and joist height when ordering.

Sloped/Skewed Hanger:• See nailing notes for both skewed and sloped hangers.• Specify skew and slope angles as well as skew/slope

directions, and skew type (square cut or bevel cut) when ordering.

• Similar to face mount skewed/sloped hanger, refer to illustration on page 246: Typical HD hanger sloped down, skewed left shown.

• Specify if hanger is to be high side flush, low side flush, or center flush.

Sloped/Skewed/Sloped Top Flange Hanger:• See nailing notes for both skewed and sloped hangers.• Specify skew, slope, and top flange slope angles as well as

skew/slope and top flange slope directions when ordering.• Hangers may be galvanized or painted.• Hangers may be made with solid top plate.

Typical BPH hangerskewed, left shown

(bevel cut)

Typical BPH hangersloped seat,down shown

Typical BPH hangerskewed right,

sloped down, top flange sloped

Typical PHXU hangerskewed, left shown

(bevel cut)

Typical HDO hanger skewed, right shown

(square cut)

Typical BPH hangersloped down, skewed right,

low side flush shown

Typical BPH hangersloped top flange

right shown (this configuration will

not be open back)

Typical PHXU hangerskewed, left shown

(square cut)

See Specialty Options Chart for each hanger series for load reductions and hanger maximum range of skew, slope, etc.

Skewed Hanger:• Joist nails may be located on obtuse side to ensure proper nailing.• Specify skew angle, type (square cut or bevel cut), and direction

when ordering.

Sloped Seat Hanger:• Additional nail holes may be added to joist flanges.• Specify slope angle, direction, and joist height when ordering.

Sloped/Skewed Hanger:• See nailing notes for both skewed and sloped hangers.• Specify skew and slope angles as well as skew/slope directions,

and skew type (square cut or bevel cut) when ordering.• Specify if hanger is to be high side flush, low side flush, or center flush.

SOLID TOP FLANGE HANGER SPECIALTY DETAILS


Specialty Options

Specify angle

Specify angle High side flushCenter flush

Low side flush

Specify angle Specify angle

Specify angle

Slope angle

Skew angle

Specify angle

Joist skew right shown

Slope angle

Specify angle

Joist height

Plumb height

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SOLID TOP FLANGE HANGER SPECIALTY DETAILS

Typical PHXU hangersaddle option

Typical HLBH hangersloped down, skewed right,

center flush shown

Typical HLBH hangerridge, top

flange slope

Typical HLBH hanger top flange offset,

right shown

Typical HLBH hangersloped seat, down

shown

Typical HLBH hangerskewed right, sloped

down, top flange sloped

Sloped Top Flange Hanger:• Additional nail holes may be added to top angle.• Specify top flange slope and direction when ordering.• Specify if hanger is to be high side flush, low side flush,

or center flush.

Ridge Hanger:• Specify flush top of beam at center, right side, or left side.• Specify angle of slope when ordering.

Top Flange Offset Hanger:• Specify offset, left (L) or right (R), when ordering.

Saddle Hanger:• Specify saddle width, “SA” when ordering. Allow

clearance for saddled member.

Typical HLBH hangersloped top flange,

right shown

Specialty Options

Specify angle

W1

H1

SAW2

H2

Plumb height

Specify angle

Joist height

Specify angle High side flushCenter flushLow side flush

Skew angle

Slope angle

Specify angle

Slope angle

Skew angle

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WELDED TOP FLANGE

• Weld sizes and lengths shown on chart.• Weld-on applications produce maximum allowable load listed.

Uplift loads do not apply to this application.

SW 3" 10 gauge or lighter 1/8" BPH, HBPH, PHM, SWH 4" 7 gauge 3/16" KLB, KHW, PHXU 6" 3 gauge 1/4"

HLBH, KHGLT 10"

Weld shall be distributed evenly.

Top AngleSteel Gauge

WeldSize

KB, KGB, KHGB, KHHB, KGLS, KGLST, KGLT, KHGLS, KHGLST

8"

USPWelded Hanger Series

WeldLength

Typical top flange welded installation

Typical top anglewelded installation

Continuous weld along back of top flange

PART NUMBER SYSTEM

Part Numbers assigned to TFL, THO, and THF I-Joist hangers reveal the I-Joist sizes to be used with the specific hanger. This guide will teach you how to recognize I-Joist dimensions in the part numbers.

1st, 3rd, and sometimes 4th digits are whole numbers (This example denotes 2 and 11) 4th digit may be part of a decimal –

TFL 23118 2nd and 5th digits are decimals

(see guide below) (This example denotes .3125 [5/16] and .875 [7/8]) 5th digit may be (0) or dropped if height is even

THO 35 925 -2

Part Number Guide for Decimals

1 = .125 or 1/8 inch

2 or 25 = .25 or 1/4 inch

3 = .3125 or 5/16 inch

5 = .5 or 1/2 inch

6 = .625 or 5/8 inch

7 = .75 or 3/4 inch

8 = .875 or 7/8 inch

THO 35 925 -2

Letters refer to

Hanger Seriesex.: THO

First (2) Digitsrefer to

Member Widthex.: 3.5 inches

Last (2) or (3) Digits

refer to

Member Heightex.: 9.25 inches

Digits after Dash

refer to

Number of Plies

ex.: 2 ply

Some Examples:

THO15950 .............. 1-1/2" x 9-1/2"

THF17925 ............... 1-3/4" x 9-1/4"

THO16925-2 ........... double 1-5/8" x 9-1/4"

THF23140-2 ............ double 2-5/16" x 14"

Note: USP’s Product Catalog lists a range of heights for THF hangers. Face mount hangers can usually accommodate more than one I-Joist height. The hanger height must be tall enough to support the top chord of the I-Joist to eliminate web stiffener requirements for lateral stability. The THF hanger must be a minimum of 60% of the joist height.

Top Angle Weld Length Chart

Specialty Options

Typicalsee chart

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Copyright © 2018 M

iTek Industries, Inc. All Rights ReservedLateral Systems

Hardy Frame® Brace Frame

Hardy Frame® Portal Installation

Hardy Frame® Panel

Hardy Frame® Panel Back to Back

"Back to Back"installations provide

two times the allowable shear value

SHEAR WALL SYSTEMS

Hardy Frame® Shear Wall SystemsHardy Frames has been leading the pre-manufactured shear wall industry from its beginning. We were the first to be recognized by ICBO-ES and LA City, first to gain approval for multi-story applications, first Balloon Wall application and first to be recognized to comply with the 2003 and 2006 IBC and IRC Building Codes. Today we are the first, and only, to offer a 9 inch Panel width that is the narrowest in the industry

All Hardy Frame® Panels and Brace Frames are code listed in ICC-ES ESR-2089 and includes installations on concrete, raised floor and upper floor systems.

Hardy Frame® HFX-Series Panels• Panels are available in 9, 12, 15, 18, 21 and 24 inch widths• Standard Heights range from 78 inches for portal applications

to 20 feet for Balloon Walls• Custom heights are manufactured routinely• R Value for design = 6.5, Cd = 4.0• With proper detailing and anchorage “Back to Back”

installations provide two times the allowable shear value without increasing the wall width

Hardy Frame® HFX-Series Brace Frames• Brace Frames are available in 32 and 44 inch widths• Standard Heights range from nominal 8 to 13 feet• Custom heights are manufactured routinely• R Value for design = 6.5, Cd = 4.0• For a given shear load, installing a wider

shear wall results in reduced overturning

TIE-DOWN SYSTEMS

Z4 Tie-Down Systems utilize Z4 CNX-Series Cinch Nuts to compensate for wood shrinkage and building settlement that cause connections to loosen over time. The Cinch Nut uses an internal self-ratcheting action that permits movement or “travel” perpetually in one direction along the length of a threaded rod. Cinch nuts are available for installation with threaded rods that are 3/8" through 1-1/2" diameter in 1/8" increments. The CNX Cinch Nut has been code evaluated and published in ESR-2190, FL17546, RR25623.

ROOF RAFTERS

ROOF RAFTERS

Z4 Tie-Down System for Lateral Loads

To resist tension loads due to overturning moments in multi-story buildings the CNX Cinch Nut is installed over a Bearing Plate Washer at each level in a fast and easy application. At the upper-most level a Cinch Nut is installed over a Bearing Plate Washer above the top plates. At walls below that bear on wood floor systems, the Cinch Nut and Bearing Plate Washer are installed over the bottom plate. Tension loads are gathered at each level and transferred into the foundation through a continuous system of Cinch Nuts, Bearing Plate Washers, Z-Rods/ATRs and Couplers all available from MiTek® Builder Products.

Z4 Tie-Down System for Wind Uplift

For resisting roof uplift loads resulting from wind the Z4 Cinch Nut is installed over a Bearing Plate Washer above the top plates with roof framing above to create a tie-down system. Uplift forces are transferred into a continuous system of Z-Rods / ATRs and Couplers that form a load path to the foundation.

For Lateral Loads For Wind Uplift Loads

1. USP WS-Screws 2. Cinch Nut 3. Bearing Plate Washer 4. Z-Rod

2

1

3

4

®

For more information on the Z4 product line, please contact us at 951-245-9525 • www.hardyframe.com

For more information on the Hardy Frame product line, please contact us at 800-754-3030 • www.hardyframe.com

251

Lateral Systems

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Lateral Systems

MOMENT FRAMES

SidePlate Code EvaluationsIncluded in the Standard AISC 358ICC-Evaluation Service ESR-1275 ReportLA City Research Report RR-25393

Hardy Frames introduced the first standardized, prefabricated Special Moment Frame in 2006. Since then we have delivered thousands of Moment Frames that have been successfully installed. Our Special Moment Frames provide maximum structural capacities and enable large openings in architectural design.

Hardy Frame® Special Moment Frames utilize the SidePlate moment connection which has now been approved by the Connection Prequalification Review Panel (CPRP) for inclusion in the AISC 358 Prequalified Moment Connection Standard. Typically, Hardy Frame® Moment Frames are delivered to the jobsite in one-piece, completely prefabricated with wood nailers attached, and ready to be installed with no assembly. No field welding and or special inspection is required.

On production framing jobs the Hardy Frame® Moment Frame can’t be beat. We have delivered truckload quantities of up to 30 Moment Frames that were installed in a single day. That is an accomplishment that cannot be matched by conventional or assembly- required moment frames.

Custom Sizes and Custom CalculationsWe offer over 300 standard dimension Moment Frames, but we don’t stop there. We also offer calculations and solutions for sizes beyond our standard listing. We commonly provide solutions for two-story and multi-story frames as well as for fixed base connections.

At Hardy Frames we understand that Moment Frames require job-specific considerations. We work with contractors to meet their needs without treating adjustments as a custom order.

Moment Frame Template KitsTemplate Kits are included with the purchase of the Hardy Frame® Moment Frame and are a stock item that can be shipped within one business day. The Kit includes all embed anchors, nuts, washers and Templates so the concrete pour can proceed prior to the Moment Frame delivery. Correctly locating the anchors is easy with a slot provided in the Template to measure the “Win”, (inside steel-to-steel) dimension.

Double nut at HFT

Double nut at bolt brace

Measured Distance from notch to notch is Moment Frame Win dimension

135° Bends

Closed shear tie

For more information on the Hardy Frame product line, please contact us at 800-754-3030 • www.hardyframe.com

WON’T CRACK UNDER PRESSURE, EVEN IF THE CONCRETE DOES.

Learn more at USPconnectors.com/CIA7000C©2017 MITEK, ALL RIGHTS RESERVED.

Do you need to know how much epoxy your job needs?

Quickly calculate the number of cartridges using the USP

Epoxy Quantity Estimator. Run our web application on your desktop,

smart phone or tablet from anywhere with an internet connection.

Our structural concrete epoxy is designed for anchoring into concrete that is, or may become, cracked due to cyclic loading from wind or earthquakes. It may also be used with fully grouted CMU construction.

15 minute gel time and 8 hour cure time

Use with threaded steel rod or deformed rebar

Can be installed in dry or water filled holes

Use in over head installations

To place your order, call 800-328-5934

WAREHOUSE & DISTRIBUTION:

MiTek US / USP Structural Connectors2363 East Perry RoadPlainfield, Indiana 46168Will Call Hours: 8:00 am to 4:00 pm EST

MiTek US / USP Structural Connectors120 Hancock DriveWestampton, New Jersey 08060Will Call Hours: Mon- Thur- 8:00 am to 5:00 pm, Friday only - 8:00 am to 4:00 pm EST

MiTek US / USP Structural Connectors14418-A Smith RoadHumble, Texas 77396Will Call Hours: 7:30 am to 4:00 pm CST

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MiTek US / USP Structural Connectors25315 S. Schulte RoadTracy, California 95377Will Call Hours: 8:00 am to 4:00 pm PST

MiTek US / USP Structural Connectors4380 International Parkway, Suite AAtlanta, Georgia 30354Will Call Hours: 7:30 am to 4:00 pm EST

MANUFACTURING:

MiTek US / USP Structural Connectors703 Rogers DriveMontgomery, Minnesota 56069Will Call Hours: 8:00 am to 4:30 pm CST

MiTek US / USP Structural Connectors11910 62nd Street NorthLargo, Florida 33773Will Call Hours: 8:30 am to 4:30 pm EST

MiTek US / USP Structural Connectors7890 W. Lincoln StreetPhoenix, Arizona 85353

MiTek / USP Structural Connectors221 Racco ParkwayThornhill, Ontario Canada L4J8X9Will Call Hours: 8:00 am to 4:00 pm EST

LOCATIONS

MADE IN AMERICA.DESIGNED TO LAST.

Customer Service:Phone: 1-800-328-5934

Fax: 952-898-8605 Email: [email protected]

Websites: USPconnectors.comMitek-US.com

© 2017 MiTek Industries, Inc. All Rights Reserved.

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